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Home My WebLink About46910-Z ��otios�¢fot,�co�y� Town of Southold 1/8/2022 P.O.Box 1179 C* 2 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42662 Date: 1/8/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2055 Albertson Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-55 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2019 pursuant to which Building Permit No. 46910 dated 10/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered front porch, side stoop, roof deck and rear deck as applied for. The certificate is issued to Manos,Arlene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0043 1/4/2022 ELECTRICAL CERTIFICATE NO. 46910 3/17/2021 PLUMBERS CERTIFICATION DATED 6/23/2021 M tuck Plu ing \AXL u o z d Signature �SufFoi,�� TOWN OF SOUTHOLD �G* BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . +} SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST.BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43940 Date: 7/9/2019 Permission is hereby granted to: Manos, Arlene 200 Central Park S New York, NY 10019 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2055 Albertson Ln, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-55 Pursuant to application dated 6/26/2019 and approved by the Building Inspector. To expire on 1/7/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,637.60 CO -NEW DWELLING $50.00 Tota : $2,687.60 5 t 9 i ' Building Inspector osuF c,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46910 Date: 10/1/2021 Permission is hereby granted to: Manos, Arlene 200 Central Park S New York, NY 10019 To: Construct a new single family dwelling as applied for per SCHD approval. Replaces BP#43940 At premises located at: 2055 Albertson Ln., Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-55 Pursuant to application dated 10/1/2021 and approved by the Building Inspector. To expire on 4/2/2023. Fees: PERMIT RENEWAL $1,351.00 Total: $1,351.00 Building Inspector pF SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(a-)-town.southold.n .us Southold,NY 11971-0959 OWN, Y OW N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Arlene Manos Address: 2055 Albertson Ln city.Greenport st: NY zip: 11944 Building Permit#:40 10 41D Section: 52 Block: 5 Lot: 55 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 11 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 12 Smoke Detectors 4 Main Panel 150X2 A/C Condenser Single Recpt 1 Recessed Fixtures 55 CO2 Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 6 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 64 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Gas , DW, Micro, (2) 42 Circuit Panels Notes: New Two Story House Inspector Signature: Date: March 17, 2021 S.Devlin-Cert Electrical Compliance Form.xls ...... .... ....� .. .................. Town fIati Annex Telephone(.631)::765;4802 54375 Main Roast Fax(631)765 9502 P O I$ox 1179 � � Squthold. 11971-0959 _ p E � � E - NOV 1 0 2021 BU�.DING DVP'ARTTMENT BUILDING DEPT. 3 TOWN OF SOUTHOLD TOWN OF SOUTHOLD C E: t'lC I F Y:.0 A.TI O.N. i �3... . Bullding Permit:No:. O Owner.:; (Please prlrt) 'illmber Pf: ,� r .......... :(Please print) :�:certify that:tl�e.sQlderused:in the water:supply system centa.ins less:than 2ll:Q:of Y% lead: //UL...................... (Flu nature) Swain to before the dds--a-'� dayOf ..�.L _ CHELSEA L. CHALONE ._ ;detary Public, State of New York r egistration#01CH6287106 Nota Pubilc U�.- Qualified In Suffolk County � ommission Expires Au 5 20 Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY typewriter or ink and submitted to the Building Department with the following: This application must be filled in by A. For new building or new use: gs,property 1. Final survey of property with accurate location of all buildin rope lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing building (por tom, 957)non-conforming uses, and topographicm » nd uses: 1. Accurate survey ofpopertYshowg all property streets,building and unusual natural or features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50-00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: X — Old or Pre-existing Building: (check one) Location of Property: (. 5 �/�l,fjl 'A N , �� e House No. Street v Hamlet Owner or Owners of Property: �� 14 Suffolk County Tax Map No 1000,Section Block 0� Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary ertificate Final Certificate: (check one) Fee Submitted:$ —/AApplicqSi, ature � � ~�� / � � ° mow w . � � . :� � � / ~ <� � � . � . . . « \\ \ �\7� . ~ » \ ^ � ��2 �� ° . � � \� . . .r . .y. . �. �� \ll < {� ° © a.� ©� . .�� . y i yl e .. T t *� 4 4 I ib s Aw lw N 4 't tt A s � yti+e e t : . i P � ' r` t _ Y -:s oF souryo� * * TOWN OF SOUTHOLD BUILDING DEPT. Q 765-1802 INCTION [ OUNDATION 1ST �/� [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r � An DATE �� INSPECTOR 4't7l V q SOUTyO �o �o -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [7OUNDATION 2ND' [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY =' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ `"] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: elo- D 7— -_ __ DATE j INSPECTOR �o�a0f SOUIyo� �� / 20'5 5-At-'Bowe_{5 o v o V * # TOWN OF SO.UTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] -ROUGH PLBG. [ ] FOUNDATION--2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: Lv,� OL 'ile+- J, Po cppl OL no sk C4&4gL DATE ANSPECTOR 39 qo laf SOUTyOIo # # TOWN OF SOUTHOLD BUILDING` DEPT. 765-1802 INS-PECTION [ ] FOUNDATION 1ST [V4/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 3 INSPECTOR. pE S0//Ty06 L L4 0 2 o � , 1 � �'Y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - I NSPECT [ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [: ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ }. FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION- [. ]' ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ell A/VI"4 Garizi DATE 321171 INSPECTOR ° gl-A40 OFSOUI,y� # # TOWN OF SOUTHOLD.BUILDING DEPT. �`ycouem ' 7654802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ol REMARKS: IYA (� Non,I RA w- v Su�v poi . G4-fw 1 a bvuvv e f/- DATE L INSPECTOR t = f j y a 4 I 1 /t Y 1 4A7 1� - i• s ADANGER AFEtf0i10 �! N � ✓ '� r y. r. t, i ENkRGr EF{KiEkCr`�Eg7aWrr��q.�� tN01c �,QS-�1L.�^iQN - dN�._ clr G.2s c.vPeP+ sl«c� II nocnap:/L�S/t< f f1a519Fn1W(tml-__pll yap I'Jll -t IOnN alp t4atl aM,1e3 ApH.WIM•A O 4rc:dlm-UA p AnexrP—u 6 1`m"—,Ke jT —.. ENI C:�IW�2M�ues Lip CN4n(N U lue: ,�p�I�i�O Mav W- 11 ualw: ^� tla<mvN.t W91Nmf�c� ]Ia4 Aw�Ns: [Mpl_ CrsW k.aa.A J.r: R-� rev+a.n;M,ur.ou:- i3F. vlK':.-2� IIA Aµel'a V.tacM+ -- M1t0U�xYd [Mn AiG }Mn,al liw+larrwN«wa:w;mw Aa� I�� tx.Yat.'._ ti.c4aatatwlW:_� G wsi�re 6,..>;.rwn. �,�} ax ,Ian•: �.H�39 I .� wn sr,u.nn.wwee. iw,lrna✓N��"•u"r^ f. � Wne,lle.une el.l:la..v I I S po � ENERGY EFFICIENCY CERTIFICATION @ PANEL ba,3.3 � I i STORM SHUTTERS A NOOSE, 2-F6 T D. PAI Dooa 2 mt STORM SHUTTERS G N4OUSF- F" FL, � BED, WEs "INDOw (zu e r FL, MASTER EED,PATIR'�°R E e i! ' t l—iOUSEs 2ND FL h1ASi�R . ��sr E� 4i j Hou5G, 2-'D FL, S STH »cti,wMwikoe ` e e ' Y I � I AFL �e��NC-,, ��rEs� v�►�� 2 +�2. J STORM 7 .v SHUTTERS _ I e - i NOUS FL c. ! c a� ! T 0 �C t ' 4 a Is Hous-, FL x ;r z „Y _t •i STORM SHUTTERS 00,00 r0000iloo ,- 0 00' � �r �; h� ' � ■ ' ■moi 4 ti•1 � e• A�?' A`- e �,, r.<rl� K' _ � i �i N�� • r��h�•r T.�r:+�.,' - � ,,,.* t�,r �"v+�a.��s i 1� :�� r 'i � �� •y� Y ;` t f°.'� . �• � � a t .� z #Ir'." !_`vA, �l� G � f' ,s.2r.. '''!fes � l ;sem C y ��6j.''�" �• „i��f{5-�{y�Y, ,'��pf 7a^K�t�, LLI 1 � " ,�) h fgp'3 r +, �•�7> Y i 1i { '� �'o�''I LL'��y�_�t p!`f' � �F� �i '�Y. A �'�,/d r. f �f'G �1 `�} r '4' .�� _� �� M1 '/� ��q , �` � / ' �. •F � � _. ��-`' \ \\ \ \ �.I �`� ` /� •,,b •_ �r � � ��. \ r � u. � �- � •:� i. ,� ', ::.,;_. � ; �, �,;,., ,r' �'�'�, ,�� g� a.�� '►. ` Load Short Form Job: 2055 Albertson Ln Date: 10-29-2019 veLOAD caccs Entire House W. AnthonyAtnadio,PE +° PE Load CaICs, LLC Plan: Manos Residence 225 Franldin Ct,winter Haven,FL 33881 Phone:901.257.5910 Email:anthony.amadio@peloadcalcs.°om Web:peloadcalcs.com License:098289 �! OF NE �P OXY R. q O Project Informat I ion CO * Q hQ. 1,21 LL At C• For: Manos Residence Digitally signed by Anthony 2055 Albertson Ln,Greenport,NY 11944 Amadi 'Date:2019.10.29 13.46:37-04'0 D - N098289 �i=v v • • • ROFESSIO�P Htg Clg Infiltration Outside db(°F) 11 83 Method Blowerdoor Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa/1835 cfin Daily range - L Inside humidity(%) 30 50 Moisture difference(gdlb) 25 33 " .a HEATING EQUIPMENT COOLING EQUIPMENT 1 Make n/a Make n/a N O V 1 8 2019 Trade n/a Trade n/a Model n/a Cond n/a _ AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air fi&uJactor 0 cfmBtuh Air flow factor 0 cf nBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF YV) (Btuh) (Btuh) (dm) (drn) AW-Downstairs 2172 34559 20925 1000 1000 AH2-Upstairs 1753 26500 16926 800 800 Entire House 3926 61059 37851 1800 1800 Other equip loads 20092 2758 Equip.@ 0.88 RSM 35777 Latent cooling 4946 TOTALS 3926 81151 1 40723 1 1800 1 1800 Bo/d/rtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W Pightsoft® 2019-Oct-29 13.41.41 Right-Suite®Universal 2019 19.0.13 RSU18218 Page 1 �iCI� ...Desktopi2055 Albertson Lni2055Alberston Ln.rup Calc=MJ8 Front Doorfaces:W Load Short Form Job: 2055 Albertson Ln • ;, Date: 10-29-2019 ,, LO,10C.LCS �4H�-Downstairs By: AnthonyAmadio,PE +" PE Load CaIcs LLC Plan: Manos Residence 225 Franklin Ct,Winter Haven,FL 33881 Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com Web:peloadcalcs.com License:098289 Project • • For: Manos Residence 2055 Albertson Ln,Greenport,W 11944 Design Information Htg Clg Infiltration Outside db(°F) 11 83 Method Blowerdoor Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa!1918 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT 6,Make + Weil-McClain Make Rheem Trade Zn1-AH1 HW Coil Trade w/Aquecoil HHURH2 Model ULTRA 105-CT Cond RA1430AJl NB AHRI ref Coil RH1V3621HTANJA AHRI ref 8083414 Efficiency 94AFUE Efficiency 13.0 EER,16 SEER Heating input 105000 Btuh Sensible cooling 21000 Btuh Heating output 51668 Btuh Latentcooling 9000 Btuh Temperature rise 47 OF Total cooling 30000 Btuh Actual airflow 1000 cfm Actual airflow 1000 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.048 drnBtuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF OF) (Btuh) (Btuh) (cfm) (cfm) Bath 1 125 1179 558 34 27 Entry 208 2872 1877 83 90 H Bath 49 1058 390 31 19 Kit Liv Din 1444 22779 14827 659 709 Laundry 132 2673 1679 77 80 Mud Rm 90 0 0 0 0 Pwdr 40 1711 622 50 30 Utility 85 2287 971 66 46 Boldldalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrights®ftm 2019-0ct 2913:41:41 ,�„/`�/� Right Suite®Universa1201919.0.13 RSU18218 Page 2 /fCCK ...Desktop12055AberLonLn12055AberstonLn.rup Calc=MJB Front Door faces:W AH1-Downstairs 2172 34559 20925 1000 1000 Other equip loads 10046 1379 Equip.@ 0.88 RSM 19650 Latent cooling 6188 TOTALS 2172 44605 25838 1000 1000 Boldrrtalk values have been manuallyovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. cL Wrights®ft® 2019-Oct-2913:41:41 Right-Suite®Universal 2019 19.0.13 RSU18218 Page 3 ...DesktopN2055 Plbertson Lnt2055Aberston Ln.rup Calc=MJ8 Front Door faces:W I """'=�e Load Short Form Job: 2065 Albertson Ln Q4\,•.�.*.,q /A�(J Date: 10-29-2019 eLoavcaLcs AW-Upstairs By: AnthonyAmadio,PE PE Load CaIcs, LLC Plan: Manos Residence 225 Franklin CL Writer Haven,FL 33881 Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.00m Web:peloadcalcs.com License:098289 Project • • For: Manos Residence 2055 Albertson Ln,Greenport,W 11944 Design Information Htg Clg Infiltration Outside db(°F) 11 83 Method Blowerdoor Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa/1918 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade Zn2-AH2 HW Coil Trade w/Aquecoil HHURH1 Model ULTRA 105-CT Cond RA1424AJ1 NB AHRI ref 5677846 Coil RH1V2417STANJA AHRI ref 7490965 Efficiency 94AFUE Efficiency 13.0 EER,15.5 SEER Heating input 105000 Btuh Sensible cooling 16800 Btuh Heating output 42332 Btuh Latentcooling 7200 Btuh Temperature rise 48 OF Total holing 24000 Btuh Actual airflow 800 cfm Actual airflow 800 cfm Airflowfactor 0.030 cImBtuh Airflowfactor 0.047 clnBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 97 828 470 25 22 Bath 3 98 896 232 27 11 Bed 2 225 2485 2115 75 100 Bed 3 255 6051 3517 183 166 Bed 4 240 4068 2550 123 121 Hall 325 2841 2116 86 100 M Bath 120 2297 1118 69 53 Master 304 5853 3880 177 183 WIC 90 1179 929 36 44 Bolditalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2019-Oct-2913:41:41 Pi9 ,y�. . Wr Ight30l$® ht Suite®Universal 2019 19.0.13 RSU18218 Page 4 "� .•In.,.v.ie i,.,n...,mmM.r ACC- ...DesktopN2055 Albertson Ln12055Alberston Ln.rup Calc=MJ8 Front Door faces:W AH2-Upstairs 1753 26500 16926 800 800 Other equip loads 10046 1379 Equip.@ 0.88 RSM 16127 Latent cooling 5798 TOTALS 1753 36546 21925 800 800 Bo/drrtalic values have been manuallyoveaidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2019-od 2913;41:41 �� nM„k•rwco-a.m...mm Right-Suite®Universal 2019 19.0.13 RSU1 8218 Pages J CCA ...DesMopV055AJbertsonLnN2055AberstonLn.rup Calc=MJ8 Front Door faces:W y cauE EN�4 Manual S Compliance Report Job: 2055 Albertson Ln ' Date: 10-29-2019 - PH LOAD CAMS AHI-Downstairs By: AnttlonyAmadio,PE w PE Load Calcs, LLC Plan: Manos Residence 225 Franklin Ct,Winter Haven,FL 33881 Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com Web:peloadcalcs.com License:098289 Project • • For: Manos Residence 2055 Albertson Ln,Greenport,W 11944 Cooling Equipment Design Conditions Outdoor design DB: 83.1 OF Sensible gain: 22304 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.6°F Latentgain: 6188 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 28492 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Rheem Model: RA1430AJ1 NB+RH1V3621 HTANJA Actual airflow: 1000 cfm Sensible capacity: 22700 Btuh 102%of load Latent capacity: 7300 Btuh 118%of load Total capacity: 30000 Btuh 105%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 11.0°F Heat loss: 44605 Btuh Entering coil DB: 59.87 Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer. Weil-McClain Model: ULTRA 105-CT Actual airflow: 1000 cfm Output capacity: 51668 Btuh 116%of load Meets all requirements ofACCA Manual S. 4 wrightsoft, 2019-0ct 2913:41:41 Right Suite@ Universal 2019 19.0.13 RSU18218 Page 1 ACCA ...DesktopV055Albertson Ln12055AberstonLn.rup Calc=MJ8 Front Door faces:W oxaur iy�i Manual S Compliance Report Job: 2055 Albertson Ln /� ►y p Date: 10-29-2019 PEL040 CALLS AH2-Upstairs W. Anthony Amadio,PE w Plan: Manos Residence PE Load Caics LLC� 225 Franidin Ct,Winter Haven,FL 33881 Phone:901.257.5910 Email:anthony.amadio@peloadcalcs.com Web:peloadcalcs.com License:098289 Project • • For: Manos Residence 2055 Albertson Ln,Greenport,NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 83.1°F Sensible gain: 18305 Btuh Entering coil DB: 77.8°F Outdoor design WB: 71.6°F Latentgain: 5798 Btuh Entering coil WB: 65.0°F Indoor design DB: 75.0°F Total gain: 24103 Btuh Indoor RH: 50% Estimated airflow: 800 cfin Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Rheem Model: RA1424AJ1NB+RH1V2417STANJA Actual airflow: 800 ch Sensible capacity: 18100 Btuh 99%of load Latent capacity: 5900 Btuh 102%of load Total capacity: 24000 Btuh 100%of load SHR: 75% eatin• • • Design Conditions Outdoor design DB: 11.0°F Heat loss: 36546 Btuh Entering coil DB: 57.1'F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Weil-McClain Model: ULTRA 105-CT Actual airflow: 800 cfin Output capacity: 42332 Btuh 116%of load Meets all requirements ofACCA Manual S. wrightsoft, 2019-Oct-2913:41:41 Right-Suite®Universal 201919.0.13RSU18218 Page ACCP. ...Desktop12055P1bertsonLn\2055P1berstonLn.rup Calc=MJ8 Front Door faces:W Duct System Summa Job: 2055 Albertson Ln pour rye Date: 10-29-2019 oE�o o� AW-Downstairs By: AnthonyAmadio,PE PE Load Calcs, LLC Plan: Manos Residence nr 225 Franidin Ct,Vulnter Haven,FL 33881 Phone:901257.5910 Email:anthonyamadio@peloadcelcs.com Web:peloadcalcs.com License:098289 Project Information For: Manos Residence 2055 Albertson Ln,Greenport,NY 11944 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.71 in H2O 0.71 in H2O Supply/return available pressure 0.495/0.215 in H2O 0.495/0.215 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual airflow 1000 cfrn 1000 cfm Total effective length(TEL) 839 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 h 1179 34 27 0.086 4.0 Ox 0 VIFx 328.0 245.0 st5A Entry c 1877 83 90 0.090 6.0 Ox 0 VIFx 292.0 260.0 st5A HBath h 1058 31 19 0.085 4,0 Oxo VIFx 330.0 255.0 st5A Kit Liv Din c 1853 82 89 0.097 7.0 Ox 0 VIFx 275.5 235.0 st5 KitLivDin-A c 1853 82 89 0.098 7.0 Oxo VIFx 286.0 220.0 st5 Kit Liv Din-B c 1853 82 89 0.088 7.0 Oxo VIFx 323.0 240.0 st5A Kit Liv Din-c c 1853 82 89 0.088 7.0 0x0 VIFx 313.0 250.0 st5A Kit Liv Din-D c 1853 82 89 0.100 7.0 0x0 VIFx 285.0 210.0 st5 KitLivDin-E c 1853 82 89 0.089 7.0 0x0 VIFx 299.5 260.0 st5A Kit Liv Din-F c 1853 82 89 0.093 6.0 Oxo VIFx 305.0 225.0 st5 Kit Liv Din-G c 1853 82 89 0.094 6.0 Oxo VIFx 296.5 230.0 st5 Laundry c 1679 77 80 0.091 7.0 Ox 0 VIFx 309.5 235.0 st5A Pwdr h 1711 50 30 0.105 4.0 Ox 0 VIFx 253.0 220.0 st6 Emmy h 2287 66 46 0.114 5.0 Ox 0 VIFx 203.0 230.0 SO • • II - Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (CIM) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 884 924 0.085 739 13.8 10 x 18 ShtMetl st2 st5A PeakAVF 472 481 0.085 693 10.8 10 x 10 ShtMetl st5 st6 PeakAVF 116 76 0.105 521 5.2 8 x 4 ShtMetl st2 st2 PeakAVF 1000 1000 0.085 720 14.2 10 x 20 ShtMetl Boldrrialic values have been manuallyoverridden -Fk wriightsoft, 2019-oa-2913:41:41 1 Right-Suite®Universal 2019 19.0.13 RSU1 8218 Pagel ACOA ...Desktop\2055AbertsonLn\2055AberstonLn.rup Calc=MJ8 Front Door faces:W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (drn) (ft) FR (fpm) (in) (in) Opening(in) Mab Trunk rb1 Ox 0 1000 1000 253.5 0.085 720 14.3 10x 20 ShMt Bolddialic values have been manuallyovenidden wrightsoft, 2019-Oct-29 13.41.,41 Right-Suite®Universal 201919.0.13 RSU18218 Page t .0 CCR ...Desktop12055AbertsonLn12055AlberstonLn.rup Calc=MJ8 Front Door faces:W Duct System Summa Job: 2055AIbertson Ln y`pPlll IpI' Date: 10-29-2019 PS CAICS AW-Upstairs By- Anthony Amadio,PE PE Load Calm, LLC Plan: Manos Residence elm 225 Franldin Ct,Winter Haven,FL 33881 Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com Web:peloadcalcs.com License:098289 Project • • For: Manos Residence 2055 Albertson Ln,Greenport,NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply/return available pressure 0.257/0.123 in H2O 0.257/0.123 in H2O Lowest friction rate 0.096 in/100ft 0.096 in/100ft Actual airflow 800 cfm 800 cfm Total effective length(TEL) 397 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath 2 h 828 25 22 0.096 4.0 Ox 0 V I Fx 23.0 245.0 st4 Bath h 896 27 11 0.100 4.0 Oxo VIFx 25.5 230.0 st3 Bed 2 c 2115 75 100 0.102 7.0 Ox 0 VIFx 17.5 235.0 st4 Bed 3 h 6051 183 166 0.105 9.0 Ox 0 VIFx 29.0 215.0 st3 Bed 4 h 4068 123 121 0.102 8.0 Ox 0 VIFx 27.5 225.0 st3 Hall c 2116 86 100 0.096 7.0 Ox 0 V I Fx 26.0 240.0 st3 M Bath h 2297 69 53 0.102 5.0 Ox 0 V I Fx 35.5 215.0 st4 Master c 3880 177 183 0.100 9.0 Ox 0 VIFx 31.5 225.0 st4 WC c 929 36 44 0.098 5.0 Ox 0 VIFx 30.5 230.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diann H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 PeakAVF 418 398 0.096 533 12.0 0 x 0 ShtMetl st1 st4 PeakAVF 382 402 0.096 512 12.0 0 x 0 ShtMetl st1 st1 PeakAVF 800 800 0.096 748 14.0 0 x 0 ShtMetl Bolc italic values have been manuallyoverridden -F- wrightso t, 2019-Oct-2913:41:41 Right-Suite@ Universal 2019 19.0.13 RSU1 8218 Page A130% ...Desktop12055 Albertson Ln\2055AJberston Ln.rup Calc=MJ8 Front Door faces:W Return Branch Detail Table Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb5 Ox 0 295 277 127.5 0.097 542 10.0 Ox 0 VIFx rb6 Ox 0 123 121 123.8 0.100 278 9.0 Ox 0 VIFx rb4 Ox 0 282 280 129.0 0.096 359 12.0 Ox 0 VIFx rb2 Ox 0 100 122 127.1 0.097 277 9.0 Ox 0 VIFx Boldrrtalic values have been manuallyovenidden wrlghtsoft® 2019-0ct 2913:41:41 Right-Suite®Universal 201919.0.13RSU18218 Page4 ACCK ...Desktopt2055 Albertson Lnt2055Alberston Ln.rup Calc=MJ8 Front Door faces:W N 1st Floor 4x12 4x12 4x12 4x12 100 cf n 100 cfm 100 dm 100 dm P%dr 7„ 7„ E E 2x10TK 4x12 4x12 4" 25 100 dm 100 cfm Mud Rm 7" 7" 36x20 Kit Liv Din of 7" T ofN Bath 1 AH1 4x8 20110 18x10 10x10 0-2x10TK Utility 5' 2x10 4" 25cfm E 40 cfm T7 6" 6" 14x14TG 7„ 4" 6" Laundry T 2x14 TK 2x14TK 60cfn 60 dm 4x12 y H Bath 100 dm E Entry 4x8 2x10T 65 cdm y 25 cfm ACCP.. Meets all requirements of ACCA Manual D. Job#:2055 Albertson Ln PE Load Calcs,LLC Scale: 1 : 108 Performed by Anthony Amadio, PE for: Page 1 Manos Residence 225 Franklin Ct RightSuite@ Universal 2019 2055Albedson Ln Winter Haven,FL 33881 19.0.13 RSU18218 Greenport,NY 11944 Phone:901.257.5910 2019-Oct-29 13:41:57 peloadcalcs.com anthonyamadio@peloadcaics.com •••bedson Ln\2055Alberston Ln.nip ' 1 N 2nd Floor Bed 2 Bath 2 6x6 Bed 3 Master 4„ T25cfm 10x10 y 10x10 100 cfm 12 x 12 165 dm 10x10 1ROAx10 RA P 185 cfm y.ra7.7 10° 91 5 14x14RA Hall 8„ 12" A F � 6x6 y 6"69 10x10 45 dm 120 dm 6x6 10x10 45 dm 4RA - ' 7" F y sx6 y 8x8 25 dm M Bath WIC 90 dm Bed 4 Bath 3 ACCP., Meets all requirements of ACCA Manual D. Job#:2055 Albertson Ln PE Load Calcs,LLC Scale: 1 : 108 Performed by Anthony Amadio,PE for: Page 2 Manos Residence 225 Franklin Ct RightSuite®Universal 2019 2055Albedson Ln Winter Haven,FL 33881 19.0.13 RSU18218 Greenport,W 11944 Phone:901.257.5910 2019-0ct-2913:41:57 peloadcalcs.com anthony.amadio@peloadcalcs.Com •••bertson Ln12055Alberston Ln.rup CPCHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue,NY 11935 631.734.4185 www.mksarchitect.com November 10,2021 Southold Town Building Department 53095 Main Road Southold,New York 11971 Re: Manos Property NOV j 2055 Albertson Lane r2021 Greenport,New York 'BUILDING DEPT. SCTM#1000-52-05-55 TOWN OF souTHOLD' To whom it may concern, Attached please find the insulation information for the aforementioned project. I have been on site during construction,and to the best of my knowledge,the insulation and caulking work has been completed as per these documents and meets or exceeds 2020 NYS Residential code. Please review and call this office with any questions you may have. Sincerely, V� a Mark Schwartz AA N� EW YORK HOME ENERGY SOLUTION INSPECTION FORM s DATE t 3 ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh C.V. Address SSS Al 6-V4)"' ❑ Dishwasher ❑ CW ❑ Oven PPM �^ ✓A® ^-p� ❑ Bath Fan CFM ❑ ERV CFM Lot# Model Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ,4 Crawl ❑ Full ❑ DHW Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil JI Propane A/C Tons SEER #Systems �. �. Window U SHGC GSHP Tons BTU TESTS: CAZ TESTING: Blower DoorkW41 CFM Z.S ZAC� Base Test Draft @ Flue Ducts 1 st FL lLA 2nd FL CFM Fan Simulated CFM Missing Gas Leak ❑ Y ❑:N Where Venting Type N SM Comments: HES Representative --,=, ----�� ____ Date Site Representative Date Note:The Inspection result/status represent the result of the Inspection process only and does not reflect the final certification status. r Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 2055 Albertson Lane,Greenport NY 11944 Test Date 11/23/2020 Building Permit#: 43940 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 41.50294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation: Check if.- Floor f:Floor Area Heigh Volume ❑Conditioned Basement Basement Q ❑Conditioned Crawl Space 1S` 2178 21780 ❑Sealed Attic 2nd 1589 17310 *The conditioned floor area of dwelling is calculated in 3rd 0 a nce with ANSI 2765,except that conditioned floor Attic Q area inc des areas where the ceiling height is less than 5 Total Volume 39090 ft. CFM @50 pa 1641 Air changes/hr@ pa 2.52 Code Compliance: Pass -4/w Duct Tightness: Post Construction Test-Total M6 Leakage System-1: 1st Floor Duct Location Crawl Space Floor Area 2178 Leakage CFM @ 25pa 87 CFM/l00 ACFA 3.99 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic Floor Area 1589 Leakage CFM @ 25pa 63 CFM/100 ftZ CFA 3.96 Code Compliance: Pass _j System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: s' �" ~ ". "` Date: 11/23/2020 Christopher Silvia,Home Energy Solutions r Load Short Form Job: 2055 Albertson Ln `v Date; 10-29-2019 se toeo teres. Entire douse By. AntimmyAmacliq PE `na PE Load Calcs, LLC Plan: Manos Residence,;�na•�`' 225FranldinCt,Winter Havan,FL33881Phone;901257,5910 Ernail:anthonyamadio{apeloadcaks.comWeb:peloadcalcsmmUmnse:098289 �F QC NE�/y �Q.VO��{ R. q O ° • a CO For. ManosResidence Digitally signed by Anthony 2055 Albertson Ln,Greenport,btY 11944 Am 'Date:2019.10.2913:46:37-04' �v Imop X98289 � I � ! - . . . gOFEsstoNP Htg Cig infiitration Outside db(°F) 11 83 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa/1835 cfm Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/ib) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHM ref n/a Efficiency n/a Efficiency Na Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 dm Actual airflow 0 cfm Airflowfactor 0 dm/Btuh Air flow factor 0 dmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (dm) (dm) AH14Downstairs 2172 34559 20925 1000 1000 AI-12-Upstairs 1753 26500 16926 800 800 Entire House 3926 61059 37851 1800 1800 Other equip loads 20092 2758 Equip.@ 0.88 RSM 35777 Latent cooling 4946 TOTALS 3926 81151 40723 1800 1800 BoW&&-values have been mawa iyovenldden Calculations approved byACCA to meet all requirements of Manual J 8tit Ed. wrightsoft, 2019.Oct-2913:41:41 Right SuiteOUniuersal201919.0.13 RSU18218 Page l ACa _.Desldop12055AlbertsonLn12055AlberstonLn.rup Calc=M18 FmntDoorfacaa:W c , Load Short Form Job: 2066 Albertson Ln v°$ Date: 10-29-2019 Entire House By AnfhonyAnradio,PE ,,,, •'• PE Load CaICs, LLC Plan: Manos Residence 225 Franklin Ct,Writer Haven,FL 33881 Phone:901.257.5910 Email:anthonvamadio@peloadcalcscom Nab:petoadcatcs cam License:098289 �! OF NEProject Information CO ►N Y , -P VoNy R. 44A_ 0'A -- * Rr► .9O For. Manos Residence IT Digitally signed by Anthony 2055 Albertson Ln,Greenport,W 11944 Arnadi 'Date:2019,10.2913:46:37-04'0 v�dp �9826g ��v Design Inf• • ROFESSIO�P\. CIg InI oration Outside db(°F) 11 83 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa/1835 cfm Daffy range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n1a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfin Actual airflow 0 chrl Airflowfactor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load HtgAVF CIgAVF M (Btuh) (Btuh) (dill) (dm) AI-11-Downstairs 2172 34559 20925 1000 1000 AI-12-Upstairs 1753 26500 16926 800 800 Entire House 3926 61059 37851 1800 1800 Other equip loads 20092 2758 Equip.@ 0.88 RSM 35777 Latent cooling 4946 TOTALS 3926 81151 1 40723 1800 1 1800 Boldrdalk:values have been manua!lyovealdIen Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ^= Awrightsoft, Rght-Suile®Universal201919.0.13RSU18218 2019-Oct-2913A1:41 ,Desktop12055Abertson Ln12055PIberston Ln rup Calc=MJB Front Door faces:W Page 1 , F ,��•, Load Short Foran Job: 2055 Albertson Ln R,y`' •`: Date: 10-29-2019 pswwcuea AHI-Downstairs 9y: ArttltorryAmadio,PE PE Load Calcs, LLC Plan. Manos Residence 225 Franidin Ct Wrkter Haven,FL 33881 Phone:901.257.5910 Email:anthonyer�rNo@patoadcalc&oomlAeb:Peioadpics,comLioense:098289 For. Manos Residence 2055AIbertson Ln,Greenport,NY 11944 Design • • Htg CIg Infiltration Outside db(°F) 11 83 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa!1918 c1m Daily range - L Inside humidity(°/a) 30 50 Moisture difference(grab) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Well-McClain Make Rheem Trade Zn1-AH1 HW Coil Trade w/Aquecoil HHURH2 Model ULTRA 105-CT Cond RA1430AJl NB AHRI ref Coil . RH1V3621 HTANJA AHRI ref 8083414 Efficiency 94AFUE Efficiency 13.0 EER,16 SEER Heating input 105000 Btuh Sensible cooling 21000 Btuh Heating output 51668 Btuh Latent cooling 9000 Btuh Temperature rise 47 OF Total cooling . 30000 Btuh Actual airflow 1000 crrn Actual airflow 1000 drn Airflowfactor 0.029 dm/Btuh Airflowfactor 0.048 crm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0,78 ROOM NAME Area Htg load CIg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (CIM) (cIrn) Bath 1 125 1179 558 34 27 Entry 208 2872 1877 83 90 H Bath 49 1058 390 31 19 Kit Liv Din 1444 22779 14827 659 709 Laundry 132 2673 1679 77 80 Mud Rm 90 0 0 0 0 Pwdr 40 1711 622 50 30 Utility 85 2287 971 66 46 BaU talk values have been manuOyoverrkWa Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �- wrightsoft- 2019-00-2913:41:41 "� .,n.•,.A.. a-,.� RghtSuite®Universal 201919.0.13RSU18218 ..Deskbop12055 Abertson Ln12055Aberslon Ln rup Catc-MR Front Doorfaces:W Page 2 T AMI-Downstairs 2172 34559 20925 1000 1000 Other equip loads 10046 1379 Equip.@ 0.88 RSM 19650 Latent cooling 6188 TOTALS 2172 44605 25838 1000 1000 Boldrdallc values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightt sc ft- 2019-Od 2913:41:41 ^` gMIbMI8v4NnIbOWvryCpnfpq Right-Suite®UniversW201919.0.13RSU18218 Page ACCK ...Desktop12055AberlsonLn12O55AiberstonLnrup Calc=NUS Front Door faces.,W r ti r _ Load Short Form Job: 2055 Albertson Ln ::�6 Date: 1024 2019 AW-Upstairs "QCO'O�� By: AnthonyAmadio,PE 'f,p„q��p PE Load Calm, LLC Plan: Manos Residence 225 Franklin Ct VNnter Maven,FL 33881 Phone:901257.5910 Ernall:anthont arnadia@petoadrAcs.00m Web:peloadralrs oom License:098289 Project • • For. Manos Residence 2055 Albertson Ln,Greenport,W 11944 Design Information Htg CIg Infiltration Outside db(°F) 11 83 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(°F) 59 8 Pressure/AVF 50 Pa/1918 crm Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 25 33 I� HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade Zn2-AH2 HW Coil Trade w/Aquecoil HHURH1 Model ULTRA 105-CT Cond RA1424AJl NB AHRI ref 5677846 Coil RHIV2417STANJA AHRI ref 7490965 Efficiency 94AFUE Efficiency 13.0 EER,15.5 SEER `l Heating input 105000 Btuh Sensible cooling 16800 Btuh Heating output 42332 Btuh Latent cooling 7200 Stuh Temperature rise 48 OF Total cooling 24000 Btuh Actual airflow 800 din Actual airflow 800 drn Airflow factor 0.030 dm/Btuh Airflowfactor 0.047 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF (ft) (Btuh) (Btuh) (cfm) (crm) Bath 2 97 828 470 25 22 Bath 3 98 896 232 27 11 Bed 2 225 2485 2115 75 100 Bed 3 255 6051 3517 183 166 Bed 4 240 4068 2550 123 121 Hall 325 2841 2116 86 100 M Bath 120 2297 1118 69 53 Master 304 5853 3880 177 183 WC 90 1179 929 36 44 Bdcrdallc values have been manuallyovenldden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ti Wrightso t, 2019-Oct-2913;41:41 .M.•,a.WN..ww �r,m Rght-Sults®Universal 201919.0.13RSU19218 /CCK ..Desktop)2055Albertson W2055PiberstonLn.rup Calc=MA Front Door faces:W Page t AH2-Upstairs 1753 26500 16926 800 800 Other equip loads 10046 1379 Equip.@ 0.88 RSM 16127 Latent cooling 5798 TOTALS 1753 ' 36546 f 21925 800 800 Bolddalk values have been manuamyovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. " Wrightsoftm 2018-0c&2913:41:41 ry�" AM1dVBuhln Ntlrwry CemD.y RghtSuite®Universal 201919.0.13 RSU18218 ACCA Page 5 .,.Desktopt2055NbertsonLnt2055PlberstonLnlup Calc=MJB Frontlborfaces:W Manual S Compliance Report Job. 2056 Albertson Ln �-�• ,,,,,`4-= h h Date: 10-29-2019 AH1-Downstairs By AmtwnyArttadlo,PE ��" � Plan: Nianos Residence �.,,;p oma, , PE Load Calcs, LLC 225 Fraddin Q,Winter Haven,FL 33881 Phone:901257.5910 Email:anthonyamadio@peloadcalcsmm Web:peloadcales.com Lioense:098289 2-01 RN • • For. Manos Residence 2055 Albertson Ln,Greenport,NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 83.1 OF Sensible gain: 22304 Btuh Entering coil DB: 76.4°F Outdoor design VVB: 71.6°F Latent gain: 6188 Btuh Entering coil WB: 642°F Indoor design DB: 75.0°F Total gain: 28492 Btuh Indoor RH: 50% Estimated airflow: 1000 cirn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplItAC Manufacturer: Rheem Model: RA1430AJ1NB+RH1V3621HTANJA Actual airflow: 1000 ch Sensible capacity: 22700 Btuh 102%of load Latent capacity: 7300 Btuh 118%of load Total capacity: 30000 Btuh 105%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 11.0°F Heat loss: 44605 Btuh Entering coil DB: 59.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer. Weil-McClain Model: ULTRA 105-CT Actual airflow: 1000 ch Outputcapacity: 51668 Btuh 116%of load Meets all requirements ofACCA Manual S. wrightsoft@ 2019-00-291341:41 Right•Suite®Universal 201919.0.13RSU18218 ACCA ..E).WopV055AbertsonLnVO55AberstonLn.rup r-210-MM Front Door faces:W Pagel Manual S Compliance Report Job: 2055AIberfsonLn y oNw s4, Date: 10-29-2019 �r veccaio M AH2-Upstairs W. Anthony Amadio,PE •''�,.nr;+' PE Load Calcs, LLC Plan: Manos Residence 225 FranNin Ct,Wnter Hagen,FL 33881 Phone:901257.5910 Emall:anthonyamadio@peloadcalcs.com Web,peiaadcalcs com Uoensa:098289 Project • • For. Manos Residence 2055 Albertson Ln,Greenport,NY 11944 cooling Equipment Design Conditions Outdoor design DB: 83.1 OF Sensible gain: 18305 Stuh Entering coil DB: 77.8°F Outdoor design WB: 71.6°F Latent gain: 5798 Btuh Entering coil WB: 65.0°F Indoor design DB: 75.0°F Total gain: 24103 Btuh Indoor RH: 50% Estimated airflow: 800 chn Manufacturer's Performance Data atActuai Design Conditions Equipment type: SpIitAC Manufacturer: Rheem Model: RA1424AJ1NB+RH1V2417STANJA Actual airflow. 800 cfm Sensible capacity., 18100 Btuh 99%of load Latent capacity: 5900 Btuh 102%of load Total capacity: 24000 Btuh 100%ofload SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 11.0°F Heat loss: 36546 Btuh Entering coil DB: 57.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Weil-McClain Model: ULTRA 105-CT Actual airflow: 800 cfin Output capacity: 42332 Btuh 116%of load Meets all requirements ofACCA Manual S. +0- wrightsoft® 2019.Oct-2913:41:41 .�.,a•„ ... � Right•Suite®Universal 201919.0.13RSU18218 AC"+CA ...Desldop12055 Abertson Lnt2055Aberston Ln.rup Calc=MJ8 Front Door faces:W Page A.- �-Q Duct System Summary Job: 2055AlberlsonLn Date: 10.29.2018 AHI-Downstairs By. AnthonyAtnadio,PE '-.,,,- PE Load Calm, LLC Plan: Manos Residence 225 FranMin Ct,Winter Haven,FL 33881 Phone:901257.5910 Email:anihonyamadto@petoadcaln;,mm Web:peloadcaics.com License;098289 Project • • For. Manos Residence 2055AIbertson Ln,Greenport,NY 11944 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.71 in H2O 0.71 in H2O Supply/return available pressure 0.495/0.215 in H2O 0.495/0.215 in H2O Lowest friction rate 0.085 in/100ft 0.085 in/100ft Actual air flow 1000 cin 1000 ch Total effective length(TEL) 839 ft SupplyDetail Table Design Htg Clg Design Diam H x W Dud Actual Fig.Egv Name (13tuh) (ctm) (Cim) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk Bath 1 h 1179 34 27 0.086 4.0 Ox 0 VIFx 328.0 245.0 st5A Entry c 1877 83 90 0.090 6.0 Ox 0 VIFx 292.0 260.0 st5A HBath h 1058 31 19 0.085 4.0 Oxo VIFx 330.0 255.0 st5A Kit Liv tan C 1853 82 89 0.097 7,0 Ox 0 VtFX 275.5 235.0 sty Kit Liv Din-A c 1853 82 89 0.098 7.0 0x0 VIFx 286.0 220.0 st5 KitUvOin-B C 1853 82 89 0.088 7.0 Oxo VIFx 323.0 240.0 st5A Kit Liv Din-C C 1853 82 89 0.088 7.0 Oxo VIFx 313.0 250.0 st5A Kit Liv Din-D C 1853 82 89 0.100 7.0 Ox 0 VIFx 285.0 210.0 st5 KRLIvDin-E C 1853 82 89 0.089 7.O Ox VIFx 299.5 260.0 st5A Kit LivDln-F c 1853 82 89 0.093 6.0 Oxo VIFx 305.0 225.0 st5 KltLivDin-G C 1853 82 89 0.094 6.0 0x0 VIFx 296.5 230.0 st5 Laundry C 1679 77 80 0.091 7.0 Oxo VIFx 309.5 235.0 st5A Pwdr h 1711 50 30 0.105 4.0 Ox 0 VIFx 253.0 220.0 st6 uglily h 2287 66 46 0.114 5.0 Ox 0 VIFx 203.0 230.0 st6 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Crm) (Cfm) FR (fpm) (in) (in) Material Trunk st5 PeakAVF 884 924 0.085 739 13.8 10 x 18 ShtMetl st2 st5A PeakAVF 472 481 0.085 693 10.8 10 x 10 ShtMeti sty st6 PeakAVF 116 76 0.105 521 5.2 8 x 4 ShtMetl st2 st2 PeakAVF 1000 1000 0.085 720 14.2 10 x 20 ShtMetl SoldRaft values have been manuallyovenldden vvrightsoft® 2019-Oct-2913'41:41 � k'+-, .w,n•,o.n.w.,re...,ed.,.,,i, WghtSuite®Universa1201919A.13RSU18218 Pagel 'An ..DesktopW2055AtbertsonLn12066AborstonLnrup Calc RontDoorreoes:W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (crm) (ft) FR (fpm) (in) (in) Opening(in) Mab Trunk rb1 Ox 0 1000 1000 253.5 0.085 720 14.3 10x 20 ShMt Bdd tallc values have been manua0yovenfckkn wrightsoftm R hR 2019-Od-2913:41:41 •..�,_�•, 9 Sulfe®Universal201919.0.13RSU18218 ,145 d ...Desktop=55 abertson Ln120 mhQrston Lnrup talc=mia Front Door faces:W Paget Duct System Summary Job: 2055 Albedson Ln �w Data: 10-29-2019 x i.;Jy4: a,co acuo. AW-Upstairs By. ArNhonyAmadio,PE PE Load Calm,LLC Plan: Manor Residence 225 Franklin Ct,.Wnter Haven,FL 33881 Phone;901.257.5910 Email:amhonprnadlo@peloadcaks.com Web:peloadcalc%oom License:098289 Project • • For: Manos Residence 2055 Albertson Ln,Greenport,NY 11944 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.32 in H2O 0.32 in H2O Available static pressure 0.38 in H2O 0.38 in H2O Supply/return available pressure 0.267/0.123 in H2O 0.257/0.123 in H2O Lowestfriction rate 0.096 in/100ft 0.096 in/100ft Actual air flow 800 cfm 800 cfrn Total effective length(TEL) 397 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FR (in) (in) Mad Ln(ft) Ln(ft) Trunk Bath 2 h 828 25 22 0.096 4.0 Ox 0 VIFx 23.0 245.0 st4 Bath3 h 896 27 11 0.100 4.0 Oxo VIFx 25.5 230.0 st3 Bed 2 c 2115 75 100 0.102 7.0 Ox 0 VIFx 17.5 235.0 st4 Bed h 6051 183 166 0.105 9.0 Oxo VIFx 29.0 215.0 st3 Bed h 4068 123 121 0.102 8.0 Oxo VIFx 27.5 225.0 st3 Hall c 2116 86 100 0.096 7.0 Ox 0 VIFx 26.0 240.0 st3 M Bath h 2297 69 53 0.102 5.0 Ox 0 VIFX 35.5 215.0 st4 Master c 3880 177 183 0.100 9.0 Ox 0 VIFx 31.5 225.0 st4 vme c 929 36 44 0.098 5.0 Ox 0 VIFx 30.5 230.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (ON (dm) FR (fpm) (in) (in) Material Trunk st3 PeakAVF 418 398 0.096 533 12.0 0 x 0 ShWetl st1 W PeakAVF 382 402 0.096 512 12.0 0 x 0 ShtMetl st1 st1 PeakAVF 800 800 0.096 748 1 14.0 0 x 0 ShtMetl 8oldrdaflc values have been manuallyoverrkiden -�- wrightsoft, 2019-Oct-2913:41:41 Mght-Sulte®Universal 201919.0.13 RSU18218 Page 3 ACCK -.Desktop@055PIbensonLn@055AberstonLnxup Calc=MJ8 FrontDoortces:W N 1st Floor 1411 4xi2 4x12 t 100dm - �;100.ctm f,100cim :;,,1o0ditr , ' J,4,XI2 •�� 2x147K 2544, i, 42;12 4,12 . 4.. F�.104� _ — 100.4`11,--'i - -- 1 3@x24 i I. RA Kit Liv _ of v - r Bath a AH1 : 10it 1Sx10 f `-- - ��}�-10x10 t�- �► E � � _ _ c -- u}fi 14x14 TG- j, G_ 3 _ — 7, _ 2xIO } 2x14 TK j#ry Laundry - 60 dm 14,,x-.12 5 ti HSat.t 100 drn ACCK Meets all requirements of ACCA Manual D. Job#:2055 Albertson Ln PE Load Calcs,LLC Scale: 1 : 108 Performed by Anthony Amadio,PE for: Paye 1 Manos Residence 225 Franklin Ct RightSuite®Universal 2019 2055Abertson Ln Winter Haven,FL 33881 19.0.13 RSU18218 Greenport,NY 11944 Phone:901.257.5910 2019-Oct-2913:41:57 pebadcaks.com anthonyamadb@pebadcaks.com bertson Ln12055Aberston Ln.rup N 2nd Floor -Bed 2 " - 6x6 Bed-3 Master 25 ch, 4, 1 10x10 10x10 cfr 1Ox10 10x10 1OOn 12x12 165 dm ✓ 9 �t? 910 5i 1ax;14RArr MaEi x *1 # J 45 dm y .. .120111 66 10x10, 45 dm: IR 4 25 dm - M Bath' 80 dm y gedq, Bath3 . eCCA- Meets all requirements of ACCA Manual D. Job#:205S Albertson Ln PE Load Cabs,LLC Scale: 1 : 108 Performed by Anthony Amadio,PE for: Page 2 Manos Residence 225 Frankfin Ct Right-Std Universal 2019 2055AGreenport, W 194 Winter Haven,FL 33881 19.0.13 RSU18218 n Ln Greenport,NY 11944 Phone:901.257.5910 2019-Oct-29 13:41:57 eloadcaks.com anthony.amadio@peloadcaics.com bedson Ln12055fterston Ln.mp p y. @pebadcaks.com ... Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W StudlJoist Dud Name Size(in) (dm) (Crm) 00FR (fpm) (in) (i n) Opening(in) Mab Trunk rb5 Ox 0 295 277 127.5 0.097 542 90.0 Ox 0 VIFx rb6 0x0 123 121 123.8 0.100 278 90 Ox 0 VIFx rb4 Ox 0 282 280 129.0 0.096 359 92.0 Ox 0 VIFx rb2 Ox 0 100 122 127.1 0.097 277 9.0 Ox 0 VIFx BoldItalic values have been manuallyovenfdden =Ightsaft- 2019-Oct-29134141 � Right-Suite®Universal 201919.0.13RSU18218 Page . .M,.., ...Desldop12055 Mbertson Ln12055Nberston Ln rup Calc=MJ8 Front Door faces:W FOUNDATION(IST) Y,rAT,V� • • ROUGH FRAMING& PLUMBING s - INSULATION �■e STATE ENERGY . . AA fly%* ., r ' �AtJLWj L ' - ADDITIONAL C01MIENTS MAU M. • �� r • i 2 fix MIAMAM � o TOWN OF SOU��,'HOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINii IdEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502V Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form VV Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration ,20 i .•. Ily D DE Building Inspector P. r �N ''�j 6 . 019 APPLICATION FOR BUILDING PERMIT r Date � �i� _ 20 s'11"a. 1 INSTRUCTIONS � O�SO�R�7� a. is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agen , architect ineer, general contractor, electrician,plumber or builder Name of owner of premises P—(ski 4r MAr40,-S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2©,5,5 L 0 "r o►� LANE ot2g,E r�ro 4 House Number Stree Hamlet County Tax Map No. 1000 Section Block 0 Lot 95 ti Subdivision_ Filed Map No. Lot 16 i , 10 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C"AN b. Intended use and occupancy (ge7PSIC-6 51N6 C'1r_ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height ��4urr�er of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Numberd Stories 9. Size of lot: FrLt ears f Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated � �J o 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOY 13.Will lot be re-graded?YES$NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises MAKID 5 Address Phone No. 21 z(o Name of Architect C V.) I K 1 Z Address Phone No 013114::6 4::60 2 Name of Contractor EJv lj 1J ERA y/_67 Address Phone No. (23 j 33 Z y 1y 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY QUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO �v * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF X HAUr: C l4 a4 e f-Z- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the l ( ontractor,Agent,Corjo-rat6 Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this JIM -�—day of ZI 2010 AS TRACEY L. DWYER 1:3 11AJL4tA NOT-ARY LIC,STATE OF Notary PublicoNO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 Scott A. Russell �� t0�]E�I��I[��',A\'T]E]K SUPERVISOR U) MA\N A\GIEMIENT SOUTHOLD TOWN HALL-P.O-Box 1179 p 53095 Main Road-sourHOLD,NEw YORK 11971 ' YV n o f Southold bQ " /1 9a l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS PRCUF ' lNy®I.yl- ANY OF THE Ii®id,OWINx9: . . Yes 40 (0-MCK AU THAT APPLY A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. Ej® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. - ' ®EdD_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within the one-hundred-year f loodplain as depicted on-FIRM-Nap of-any- vat-ercvune: F_ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES-to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building Department with your Building Permit Application_ APPLICANT_ (Property Owner,Design rofessional,Agent,Contractor,Other) C T 100 Bates District (� J� NAME .-MAP-14- 0_5� Section Block Lot ' p Contact Information: FOR BUILDING DEPART1iENT USE€itiLY d T r Reviewed By: Date- Property ate-Pro rt Address!Location of Construction Work: — — — — — — — — — — — — — — r Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.*: 1000CHAPTER 236 (Property Owner.Design Ptofessionat,Agent,Contractor,Other) ® — — b91 t. 51� $ $$ stormwater Management Control Plan CHECK LIST Section Block Lot NAME: 1� �✓ Z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. a� p' - Date: xc The applicant must provide a Complete Explanation and/or Reason for not providing ) a (� I �l all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(CX2). EROSION &SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. but not be limited to: e. Limits of Clearing& Area of Proposed Land Disturbance. 0.9011 Mnintilned Construction Entrance, f. Existing& Proposed Contours of the Site (Minimum z Intervals) Backed silt Fearing, stabilization & g. Location of all existing& proposed structures, roads, seedingexposeinactive soils. driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). F---JF— DRAINAGE INSPEC11ONS ARE REQUIRED 1. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: ' `f a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. '- c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING ARTMENT USE ONLY""p` ": Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: � — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 7 I SMCP has been approved by the Engineering Department. , FORM I SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT- Electrical inspector TOWN OF SOUTHOLD OCT 2-aDaNall Annex - 54375 Main Road - PO Box I-179 dO Southold, New York 11971-0959 • (631765-1802 - FAX (631) 765-9502 ) -L'20 r.'dq _town.southold.ny.us er.richert(@ APPLICATION FOR ELECTRICAL INSPECTION , V -Date, 0 rName: ompany Name: /bt I lt—�= License No.: ZE - email: �5j&q I JaO(- , Cry Address: tL— Phone No.. G -6 JOB SITEINFORMATION: (All Information Required) -Name: Address: 00 Le Sorb Z-4rlc Gros's Street: /11- i Phone No.: Bldg.PerrTilt#: 0 email: I Section: Block: Lot:Tax Map District: 1000 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On' Temp Information: (All information required). Service Size 6� 3 Ph Size: 3 00 A Meters Old Meter# New Service Fire Reconnect-Flood Reconnect- Service Reconnected Underground Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection ForrhxIs /,w]m BUILDING DEPARTMENT - Electrical Inspector C ; TOWN OF SOUTHOLD . _ OCj �Mg-fall Annex - 54375 Main Road - PO Box 1179 o ' Southold, New York 11971-0959 �1 11..: Telep4one (631) 705-1802 - FAX (631) 765-9502 , c SAT rdger.richert(_town.southold.n .us APPLICATION FOR ELECTRICAL INSPECTION ' EQCJESTED BY':' _. _..... ._.. ---.._............__....._..,.._................. .Date: - ff �t� o ' Company Name: S ✓/'� Name: License No.: 5 email: S/6 0- 00C , Cd--?K Address: ,% C> 'ou Phone No.: S-7-6 6 JOB SITE INFORMATION: (All Information Required) Name: ��AiiJ S --- Address: Cross Street: Phone No.: Bldg.Permit email: Tax Map District: 1000 Section: �j Block: Lot: S BRIEF DESCRIPTION OF WORK (Please Print Clearly) /(/— Circle All That Apply: (s job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES NO issued On Temp Information: (Ail information required). Service Size1 Ph 3 Ph Size: 300 A #Meters Old Meter# New Service Fire Reconnect-Flood Reconnect- Service Reconnected Underground Overhead # Underground Laterals 1 2 CH Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for inspection Form.xis �� PERMIT# dreg: Switches , Outlets 7� GFI's I \ Il �` Surface Sconces 1 r H H's UC Lts Fans Fridge HW ExhaustX,� Oven Dry�e�r Smokes DW Service Carbon Micro Generator Comboz \0 -ri-I 0 Cooktop Transfer l AC AH M ni �. Special: Comments: ARC-- d t{N%5� ell Town Hall Annex � "yt; Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O. Box 1179 �s ? g Southold, NY 11971-0959 t v- BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �o Owner: Iv© S Location of Property: 'L o, !i AaLrers—olo Please take notice that the (checkapplic le line): New commercial or esidential s ructure Addition to existing co rcial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _ Roof framing (R) I � Floor and r framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner DIL Owner representative TrussReg15.docx Effective 1/1/2015 NOV 1 0 2021 Eb BUILDING DEPT TOWN OF SOUTHOLD 510201?/1AffN ROAD SOU"I'HOLD T\Iy 11971 631L765, A330 . .� rp PATRICIA C. MOORE (BY Y os �" L ®1� ZIN1T°° � � y'� {° n r 1 c (ZWd 4- 1)(jc-+- � G0 �1t9 �Ia, 39V _ ia4tQ (Vol 6 ib (frintiNIdo c REVISIONS: N /O/ F DEAN AND LOUISE YAXA L O W \ Z z Z) Q 5 ` 8800410011 VV 6 - 7 ♦ O C/] 931 -40' % % --------- --- 10 P ♦ ��e ............... E L- F�A %♦ ♦ ♦ %�� O �y �1 J �_ ♦ F�O ! la ♦ a 4 WELL 00 r l ♦ `` ♦0 1 \11.01' Pti � l- 0 E.. 1 o /+ e•' =-20'MN. BETTv kCURI.M tI'HOEFfER c�� 152.2' tel_ I � �� / � -- - `✓��Q � r ' �� I �I � V 1 W `e F Z CL0 ` CP Z PROPOSEDOOO fPATIO 2 STY.FRAMED R ` 10 N /O/ F HOUSE I �y O OO " PECONIC LAND TRUST �- Q' ♦ ��P ` ' 16.0' 5, F� w ,s \ 232. V 1 FF:EL 11.5 .� O O H i _. �_ �'-1 / � ` mss, 1 ♦ � � t '�-- �h-�S� ,�' °" W i 1` POOL EoI 24.1' ., ;Ll'FF INA NO WELL/SANITARY SYSTEM W/I 150'OF PROPERTY ` 6 mPMEN ' Q 1 BDRYWElLP' � M•�1 1 )El- ID ACKWASH 16X24 IPOO1HOUSE..,IT: ' ..�V^ -f �'O24X24 _ t ; � — _ ..^' FF:EL GARAGE ` /'.®. , / Ioxa'Dar -`r-- unu ��V WI ` w/CATCH BASIN�,® L DRIVEW w/ POL CATCH BASIN — , +u • • w,CAt DW �( s \ \ 6 S ♦ 1 1'1 !� qi. N O �H egSlN; \��_ \ / ` w\ ♦ i , { Sd a.3 deet ___.._ ...0 O DRYWELL , --'� Off` i 1 f— y i 1-10 1-4 ElEl_. Fl F!. FL EI ' F! j NO WELL/SANITARY SYSTEM W/I 150'OF PROPERTY m O +' 1 . _ I � 1 1 I { s �u � �j V s 900000011 E �a TIDAL WETLAND BOUNDARY TIDAL WETLAND BCUNDARY - = z 965 . 79' � u R AS FLiGGED BY ROBERT FOX OF AS FLAGGED BY ROB ERT FOX OF � U SEA.EVEL MAPPING 07-05-04 SEALEVEL MAPPING 07-05-04 AND �" 6, c �.:, cn DETERMINED TO BE NYS FRESHWATER 0D v WETLAND BOUNDARY BT R.' MASH ON WATER LINE(S) MUST E INSPECTED SE cv w 09-28-05. WETLAND FLAGGING VERIFIED SUFFOLK COUNTY DEPT. OF HEALTH SEYVICES. � BY SURVEYOR 09-17.2017 wL, CALL,85 43 -1OIs�;� 1N AD A 0� JC E U E i:v5 r IOU`s>). N /O/ F N /O/ F CHRISTIAN BALZ & JOHN &THALIA DINIZIO W THE TOWN OF SOUTHOLD , SITE PLAN SMATTACH t$rCIO A U SCALE: 1" = 40'-0' ® --J a V IN VMU AID) RT;!ST $$ OWN ON FINAL �Y _-. .._. .�..... . �.- EXCAVATION INSPECTION REQUIREp f FOR SANITARY SYSTEM BY HEALTH DEPARTMENT � SCTM 1000-52-5-55 ZONE R80 PROPERTY 287,736 SQ. FT. SUFFOLK COUNTY DEPARTMENT OF HEALTH SE- .11".,x' PERMIT FOR APPFii�4fm.OF CONSTRUCTION FOR A \ MEETS & BOUNDS, � � I ` .,, JOHN EHLERS, LAND SURVEYOR SURVEYED 09-17-2018 DRAWN: Mx i MS 1 �' a F - SCALE: 1/4"=1'-0" <ct m DATE f E a. R� a�F tiO. JOB it: s APPI�ov-t Wednesday,May 08,2019 SHEET NUMBER: Zt c Q TOTFlL .nAX;> �';" lT1 EXPIRES T1� �4t�Y� i r �� 7!- w ,i^ zF REVISIONS: 8 9 931 0 ' � 10 � €L._ E.L._ 9.0 10.011.0 - - - � ! E'...... O `�� ` WELL a OM E 8 dd. 7.0 06 lT O ° �� vv►�tt x z 8'd�eep F , � DRY_WELL l O O W a FINISHED GRADE [� W DR ELL 20'MIN. y O ti �` T O,`'�' •� � CLEAN OUT � w r C) Q O 4"dia. PVC �`:\ 4 CAST IRON PIPING TOCAI w ST @ 1/4"PITCH FOUNDATION WALL EXTEND 2 FT.MIN.INTO ^ �' `` P - PROPOSED\ Q / '� ` 20X40 PATIO 2 STY. FRAMED R ` 10 TYPICAL CLEAN OUT DETAIL Z POOL HOUSE H __ NTS , 232.5 L FF: EL. 11.5 i ! / SSQ�O _ LE � � POOL 41' 2 / 6 EQUIPMENT ` ^`• / FSI co 8'dia.,4'deep DRYWELL ` / 16X24 BACKWASH 1 I I POOL HOUSE \ c) FF: EL. 11.3 3 o` 1 - .z AS- 8'dia.. }'deep'" 1 8'dia., P lN__ V �o — — — — -- --- DkrXELL - --— - 1c cz 6.0 '-" 24X24 - E �n W 1 r' GARAGE ® `�I - -.....--. - Ems'-E----_ _E N ---_ -F- L7 1 1 FF: EL. 11.3 ` 10x4'DW ® UTILI ' W/CATCH BASIN ` JPIVEW 10'X4'DW / A Y POL W/CATCH BASIN -.-___-—-----._-_-_- —_—_-- _-_-- __\ DW/00' w/CAT W s CH / � N D. -_'-.,''.--_.._- BASIN 8'dia. ;deep' DRYWELL ® ` so. / — — — BROWN LOAM ^lpOL O e , l M X 'DR deep 8BROWN SILT o � \ ` RY�ELL ML / vi Vcz 00 C + ' I co BROWN CLAYEY SAND I EL. EL. EL. EL. EL. EL. EL� f �' sc � v �•-' �' WATER 5.8' N ' C) ('I;0 7 1\� , ! I \ I ' . .° WELL fil WATER IN BROWN � CLAYEY SAND 15 � 5 5 1 16 ! 7 8 9 � - - - 6.0' ClJ WATER IN BROWN FINE W H PARTIAL SITE PLAN n96579 TO COURSE SAND SW U Rnt )NDARY SCALE: 1" = 20'-0' • 13' N.0 d•` c11 TEST HOLE DATA ®, , CVs "' ; E• N McDONALD GEOSCIENCE DATE:08-31-2018 f � � � V CLEAN CLEAN OUT HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST POOL HOUSE FF= EL.11.5 1 IRON COVER IRON COVER IRON COVER IRON COVER FF= EL.11.3 �"I FIN.GRADE= EL.11.0 FIN.GRADE=EL.11.0 FIN.GRADE= EL.11.0 FIN.GRADE= EL.11.0 min. INV. INV. 1 1' EL.8.4 INV. min. EL.10.1 10,01 I EL.9.0 1 SEWAGE 4"APPROVED PIPE,PITCH 1/4":1' 15,0' GRPUMP INDER INV, INV. INV. I T 4"APPROVED PIPE,PITCH 1/8":1' INV. 9.3 EL.10.0 EL.9.1 EL.8.9 INV. INV. 1500ga1.SEPTIC TANK EL.8.4 I EL.8.2 (6)8'dia.,2'deep 3'CLEAN LEACHING POOLS DRAWN: MH/MS � � 3'CLEAN SAND r SAND SCALE: 1/4"=1'-0" COLLAR INV. I COLLAR JOB#: EL.6.5 min. Wednesday,May 08,2019 2' I SHEET NUMBER: i WATER EL.2.7 AMENDMENT CHANGES REVISIONS: SITE: GRADE HEIGHT CHANGE N /O/ F FINISHED FLOOR HEIGHTS CHANGED DEAN AND LOUISEYAXA _17LOT COVERAGE UPDATED I7I r HOUSE: FOUNDATION CONSTRUCTION CHANGED HAY BALE OR SI'-T FENCING SECTIONS AND ELEVATIONS UPDATED LIMITSOF RING TONE POOL HOUSE / GAR,AGESECTIONS UPDATED TO REFLECT NEW GRADE NO MORE THAN 20'FROM PROPOSED WORK AS • INDICATED TED OON SITE PIAN 5 5 \ N 8800410011 VNO WELL/SANITARY SYSTEM W/I 150' OF PROPERTY 6 7 - $ \ � \ 931 -40' 10 \ \ \ \ \ \ \ \ ', ,SPOOL FENCE k�x EL.I 1 \ \ \ $ I -� 0 \ \ \ p� \ �\ \ \ i i `O\OQ \ I WELL • \; 0 \ - HOZ ^ 1 MWE11 O 00 150 FRO .� rn TOP SOIL LOCA�ION 10BDIRYWELL/ I iDW' ELLp 'a � BETTY&CUREFFER x , i( , i�4. w 12.0 \ 152. \ 5C74.CHAMBER(FLOOD WATER FLOW THRU) 1 O .FLOOD ___ ___________ ____ ____ - II t1 L 'C\ON�Co RE�ENTCI8N /\\ I � a -\ \ 1 ELISSQ \ CP o RDECK 2 STY.FRAMED 1040 �WASHOUT,1 POSED N /n/ F 44 20X40 POOL_ HOUSE C H 8.0' 4S11 OOI PECONIC LAND TRUST \ I \\ 232 5 ►�+ PQ- / \ \ T \ V j TO MEET TOWN COPING: \ I FF:EL.12.1 'CONCR pM CODE REQUIREMENTS EL.10.5 4 I 1 \ 1 `(� O F�J \ , W LOCATION TBD 241' 'I � / SHOUT, 150 /`l � I W C74 H ........WATER �= SC74D CHAIGIBER(FLOOD WATER FLOW THRVI 1�/ \ / CIO NO WELL/SANITARY SYSTEM \ I \ \ ..........-DRYWELL 't...................... 315.x'___I w\\ . _ \ • \ \ \ \ I 6'dia 4'deep v•-•� J \ \ I T POOL HOUSE W/1 150' OF PROPERTY \ \ \ \ 1 \ �• I BACKWASH '..-' 14.5X24 ti II FF:EL-10. aSA \ FEr CE dia..4' \ I APV \ \ POOL FENCING TO BE MIN.4'HIGH I ,�G L,1 b o ELL \ (C C FAND MEET TOWN OR SPACING,EPERODON Q2 IREMENTf` \ ` / 25.5X24 EL.10 I� I EL.10 6 I I \ \ \ INSTALL(LOCKING)LGATOSING AND SELF-ATCHING \ �- AES. x , GARAGE ®'I I \ / -`------I u �A V DOO SELF-LOCKING WITHOALARMS FPER CODE AND �^ R POOL FENCE ``` FF:EL.10.3 24.0' 1 ,10'X4'DW /-_---_-w/CATCH All .�.� DRIVEWAY I O O \ \ \ /CATCH BA / Z 0 , x!� P 8'dia.,3'de�p 1 i '� O \ I \ �OO y� DRYWELL -DRYWELL 1 I \ \ SDT I , �,, ce TOP SOIL W� LOCATION In df`' ALJ CO IC)o z I I TqP OF ALL: / / O NO WELL/SANITARY SYSTEM W I I EL.9 WEA O W/I 150' OF PROPERTY W / TOP OF WDLL: i T/1 O 1 11 6 I 16 1 7 5 5 EL.10.05 �� 6 EL.s.o 17 / 8 9 I zJ 5900000 Eoz � 965 . 79' �, z WELL N /O/ F SITE N /O/ F CHRISTIAN BALZ & JOHN &THALIA DINIZIO THE TOWN OF SOUTHOLD SCALE: 1 = 40'-0" PROPOSED NON-TURF AS INDICATED NATURAL AREA TO REMAIN AS CONSISTING OF NATURAL STONE o NON-DISTURBANCE AREA WALL INTERPERSED WITH PLANTINGSR_80 m N o 50' 181' STORM WATER RUNOFF CALCULATIONS SITE DATA: SCTM # 1000-52-5-55 o Lp LOCATION AREA 100/oRUNOFF REQUIRED TOTAL CG rn M O @2"RAIN/HR. DRYWELLS CAPACITY �-+ p v BERM DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: O X o rz HOUSE/PORCH 2873.3 5Q.FT. 480 CU.FT. (3)Rdia,4'deep 507 CU.FT. w � ,x INE THE EDGE DELINEATING NATIVE PLANTINGS EL. 10.5 +/- POOLHOUSE/GARAGE 1232.0 SQ.FT. 206 CU FT. (2)B'dia.,3'deep 252 CU.FT. PROPERTY: 287,736 SQ.FT 6.6055 acres v 4 PROPOSED DRIVEWAY 4515 5Q,FT, 754 CU.FT (3)10'dia.,4'deep 819 CU.Fr. PROPERTY WETLANDS: 48,628 SQ.FT. - _ (`-I bJ� v`�-+ '� OF EXISTING CLEARING AND (SEE LIST BELOW) d' ' �T � EL. 10.0 +/- THE LANDWARD LIMIT OF 1811 I SINGLE BEAD HALF ROUND GUTTER BUILDABLE PROPERTY: 239,108 SQ.FT, 5.49 acres M u Y NON-DISTURBANCE AREA _ - _ _ _ _ _ _ _ NOTES STANDARD 5" u E - _ cn ~ (AS NOTED ON SITE PLAN) - _ _ TO DRYWELL "A)ECuTiON °� _ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. - (TYPICAL) A)CLEATIGN N vCU A).CLEAN suRFACB THoaoucrav PRIOR TO ENsrALLAnoN. ESTIMATED AREA OF B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 130,000 SQ.FT. - _ O 611dia. PERORATED / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. GROUND DISTURBANCE: 0 PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ,Ff1y-y1 METALS WITH PROTECTIVE BACKING PAINT. DRAINAGE PIPE w/ 3 INBTALIATION A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, 3/4 II 1).GLITTER TO BE PITCHED TOWARDS LEADER I"TO JOINTS,FOR EVERY 40'OF RUN. GRAVEL SHEE METAuowLENGTHS ANDSO DER GUTIGHTTERS TODOPROPOSED HOUSE: 2202.7 SQ.FT. 0.9 /0 200 CU..YD. 50 CU.YD. ).COPPER/LEAD'.FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 0 ACCESSORIES, B).COME ORS 3), CAULK WITH ABUTYLSEALANTSLIPJOINT COMEEDOWNS APROXIMATLY CONNECTONWATETIGHT.rORMSEwERsrsTEMaswDIATEDSAL NORTH PORCH: 94.1 SQ.FT. 0.04% -7 FINISHED GRADE coNNErnoN WATERTIGHT. EXIST. EL. /.0 +/- DRYWELLSTOBE 10'MIN. 4).PR°TECTIOM W 401bs STONES AWAY FROM HOUSE sj.roaCHUP"REPAIROREPLACEDAMAGECOMPLETION BEFORESUBSTANTIAL EAST PORCH: 24.0 SQ.FT. 0.01% C COMPLETION, CLEAN OUT ' u DECK: 280.0 SQ.FT. 0.1% 6 CU.YD. 3 CU.FT. V o e O PROPOSED NON-TURF AREA ACCESSORY BUILDING: 900.0 SQ.FT. 0.4% 50 CU. YD, 25 CU.YD. SCALE: NOT TO SCALE d FLOW PROPOSED POOL: 800.0 SQ.FT. 0.3% 100 CU.,YD. 20 CU.YD. 4"dia. PVC 4"CAST IRON PIPING TO Q 1/4"PITCH EXTEND 2 FT.MIN.INTO N FOUNDATION WALL BROWN LOAM [~ 0.5' OL ESTIMATED NEW GRADE: - 25,000 CU.YD, PROPOSED DRYWELLS: 50 CU. YD. 20 CU.YD. TYPICAL CLEAN OUT DETAIL BROWN SILT HOUSE SEPTIC SYSTEM: - 100 CU. YD, 20 CU.YD. NTS x ML CLEAN HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST TOTAL: 4303.8 SQ.FT. 1.75°70 506 CU.YD. 25,138 CU.YD. FF=EL.11.5 IRON COVER IRON COVER IRON COVER IRON COVER _ _ _ 3, ycy FIN.GRADE=EL.12.0 FIN.GRADE=EL.12.0 FIN,GRADE=EL.12.0 z min. INV. BROWN CLAYEY SAND INV. T EL,8.4 I INV. m'n. I SC MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 09-17-2018 EL.10.1 10.0' I EL.9.0 4"APPROVED PIPE,PITCH 1/4":T 15.0' WATER _ - _ 5.8' INV. INV.11 4"APPROVED PIPE,PITCH 1/8":I' EL.9.1 EL.8.9 INV. i INV. 1500ga1.SEPTIC TANK EL 8.4 I WATER IN BROWN EL.8.2 (6)6'dia.,2'deep I CLAYEY SAND 3'CLEAI LEACHING POOLS 1 � I E.-,. X'F I F 1 ? v COLLDSAND 6.0 AR I INV. I COLLAR - - ' LLL..111 N 3'CLEAN 1! _ ,�( ! 1' C" 1 EL.65 l ' �. min. tF i �p � DRAWN: MH/MS 2 I WATER IN BROWN FINE ' AUG _ WATER E ')01(1 } SCALE: L z.7 - TO COURSE SAND L J JOB#: SW ; /2S/2019 `rT1 J'.1!°C } ` I 13 SHEET NUMBER: SEPTIC DESIGN � `� 1 ya TEST HOLE DATA SCALE: NOT TO SCALE �' Olt McDONALD GEOSCIENCE *- S- 1 DATE:08-31-2018 A)ll7AND)ll7,N ' 5UR\/EY OF PROPERTY 51TUATE: AR.5HAMOMAGUE i LL, N TOWN: SIOUTHOLD SUFFOLK COUNTY, NY SURVEYED OG-1?-2018SEP 2 3 2019 w E FOUNDATION LOG. OG-1-7-201cl Ps SUFFOLK COUNTY TAX # 1000-52-5-55 Of CERT=TO: "OVA of 'boo ARLENE MANGS I Oe _�Ono 1% 'jj or S8204 STEWART TrILE INSURANCE CONPANY IDOtt� v m v4otopin 559001%NO.ADA 03248-Sour,�--Orr\� Lane 0 1gro 6,0.5' ' T wit f i HEL "E i Q L CIO 00 L ffN 105h, 0 is 3 0 )0.4- 4.4----------- ----------- tz cf) ON 25 FOUNDATION In 0 10. mx boundary of freshwater wetlands 14 cl b Robert Fox 2n as Fla of 5� �Oleve app�nq 0 05-04 and Y5 freshwater determined to be oq/25/05 wetland boundary by R. Marsh on -7 E= verified by surveyor 011-1 -2015 0111 wetland flagging e,--(p, X z flr z U30 9, 0 o FE 4>. cc? ON LINE 3 Cl\ 00 0 LC F0 0 C 4s. z O F V Tidal wetland boundary FE as flagged by Robert Fox 1.4" V of 5coleevol Mapping 0-1-05-04 N89052'00"W 316.51' Land Now or Formerly of.. Feconic Lcincl Trust Inc. -P_-N. t—ol.«i 12� a I. KIYolk Stole E�otk,,,L' of ih—y NOTES: siampea teal wall o-e consraerea to x vola true MONUMENT FOUND 6 co-of tz om tq tin �.Y-1$d ate PIPE FOUNDoaoptoa • Z L—�"�I. —11 fa only to the person fa Wlorn the4 is p,.p—.d, 2 ZI,o f to the t1tpN,9 ana:)g Insutwuon lblea Hereon,all 905 of theww"q Mtiwt*". PARCEL ZONED R- &0 -t tr-f.rto-It-,-tfttl- r-res JOHN C. EHLERS LAND SURVEYOR AREA = 281,136 sf or 6.6055 o 6 EAST MAIN STREET N.Y.S.I.K.NO.50202 6F,APHIG 5GALE III= 100' RIVERHEAD,N.Y. 11901 369-8288 Pax 369-8287 rn? REF.C:\UsmVohn\Dropbox\04\04\04-129 update 09-17-2018.pro L REVISIONS: N /O/ F DEAN AND LOUISE YAXA d 5 \ 5 N 88004'00"\ 8 931 .40' 10 9 Lr) \ O \ k r;': OO WELL \O - 1 ` 1 0 \ IL 2 o I 44� m 7 O \ �► \ \ I ' 0 \ �\ / ► _ \ � \ i� '�::i',��°f \ X11 \ � 1 � I_ DP , N /O/F FENCE / \ ' EL. '1 BETTY 6 CURT MEYHOEFFER \ \ I ,I z 1 \ 12.0 \ \ \ �r-p / ' J� \ �� A\� f' ?t�.i ;', I EL.10 I \ B ° \ 15 2' \ 1 1 . 2 410 � O \ ,I I BIUESiONE V ! �I'R COPING \ \ \ 1 O OV � 1041 �O6\ \ 'Y \ I 4. P A �1 CP a n / DECK 2 HOUSE R 10 N/O/ F // \ �.�0 J� \ \ y I \ I ,;III.L; 20X40 C POO i H PECONIC LAND TRUST Q� \ PLOP \ \ \ \ \ `.It! I Z \ PROPOSED BO, \ 4 \ 1 P PATIO \ ��25�• \ \ ,Ill;�' \ i nm sP 1 .5 `r liy FF:EL.12.1 j! I m EL.10.5 I O ENOLL/SANITARY SYSTEM , \ \ \ \ \ F CE / 11 150' OF PROPERTY �r 14.5X24 ll��—�j—� O a! r \ \ \ \ \ , \ {'' I ' POOL HOUSE 1 \ i 1 FF:E10.} a5 LL N v s• 1 \ o. ] FE C ilLy1 FENCES `O GARAGE EL.10• i I E .10 - -"-E---E - , � O E \ I \ \ \ I \u FF:EL.10.3 1 I / � I \ \ \ I I \ \ 1 L24.0' DR1VEZy AY I UTI Ln el o �/� - \ I I - - - - - _ , P \ goo 11 "`,. -rT,._ ._ •_1� 11,I'- �0 /I fff O 9 m NO WELL/SANITARY SYSTEM d WEL _ 0 W/1 150'OF PROPERTY X 61 16 17 �' 15 r / 5 '5 ,�' 16 17 � 8 19 J � � a S 90°00'00" EIt U TIDAL WETLAND BOUNDARY TIDAL WETLAND BOUNDARY 965 . 79' �+... w 6, c U) t� AS FLAGGED BY ROBERT FOX OF AS FLAGGED BY ROBERT FOX OF 0 SEALEVEL MAPPING 07-05-04 SEALEVEL MAPPING 07-05-04 ANDONUn DETERMINED TO BE NYS FRESHWATER N WETLAND BOUNDARY BT R. MASH ONUj w 09-28-05.WETLAND FLACGING VERIFIED BY SURVEYOR 09-17-2017 WELL N /O/F NLLF �I CHRISTIAN BALZ & JOHN &THALIA DINIZIO w W THE TOWN OF SOUTHOLD 1 SITE PLAN C"i 1.1-1 P_ Lu W 0 C= SCALE: 1" = 40'-0' ® "' >11ji O'> ry ji rr^^ Uj Em� IN CD ;. A. LOCAT ONS: SCTM 1000-52-5-55 A B ZONE R80 ST 13' 18' PROPERTY 287,736 SQ. FT. SUFFOLK C=ITY DEPARTMIE:VT OF HEA1JH SERVICES t DP 1 APPROVAL 0 CONST RUCTED Gaf RKS FOR 36' 26' MEETS & BOUNDS: X13°C F=`tt`F°LY R7-S10E,IC` DP 2139'1 25' JOHN EHLERS, LAND SURVEYOR pati �'�'11R SURVEYED 09-17-2018 -� °: ,%,c = , Tho.,t:.�g..+�;spo�.. 4�.d�.-,:'. 'L;:ws/f2..:.t.tw at this t:.:�:.ticrl have teen DRAWN: MH/MS Inspec.vd an for ce:'acd by t;his'Depm t-nent or et"sr agencies and found to be satisfactory FOR A MAXR1,UM OOF,_ _ SEDROOPJ'+S. SCALE: 1/4"=1'-0" JOB#: Wednesday,November 1 ,2021 �� pC pr.— 1 i�; SI IEET NUMBER: -IaiKne r �`� �R,� 1,,1 :,., n '� S. 1 - gno BUILDING DEPT [��, TOWN OF SOUTHOLD , RESc eck Software Version 4.6"5 ��/ li Certificate � =m��i �� /L \/ Project'e[t k0@nOG HOUS8 Energy Code: 2015UECC NOV 18 2019 Location: Southold, New York Construction Type: Single-family Project Type: �enn ��s��Uw� ' . I�� CondibonedHoorxra: 3,767 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2055 Albertson Lane Arlene Manos JohnTrav|os Greenport, mrzz944 ZO55Albertson Lane ysnockcoveCt Greenport, NY 11944 Greenport, NY 11944 917'685'0555 531'332'9810 amanos@}amcnetworks.com tn,vyia@}oudook.com �Compliance: Passes using UA trade-off Compliance: m.z%Better Than Code Maximum UA: xms Your UA: s^e mammums*sc: 0.40 vuu,snac: m'sm The mBetter v,Worse Than Code Index reflects xv.c/uspmmmnnancemehnu,e/suaseuoncvoetmoeonm/es. uDOES NOT provide anestimate ofenergy use v,cost relative maminimum-code home. Gross Area Cavity Cont. Perimeter Hot Roof: Cathedral Oei|ing 2'373 30.0 0.0 0.034 81 Deck Ceiling: Cathedral cei|ing 204 30.0 0.0 0.034 7 vvaU l:Wood Frame, 15^D.C. 4'173 19.0 0.0 0.060 191 Window z:Wood r,amemoub|ePane with Low~s 956 0.300 287 SHGC: 0.30 Door z: Solid 30 0.350 11 Floor z:All-Wood]oist/Tmsa:Over Unconditioned Space 2'179 30.0 0.0 0.033 72 Compliance Statement. The proposedbuilding design described hi i h h e building plans,specifications,and other calculations submitted with the permit application.The proposed building has been d s' ned to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requiremonts list�edd irythelpA�check inspection Checklist. -5-me-Title Sig—?ture Date Project Title: Manus House Report date: 11/06/19 Data filename:\\OFF|CE6\Uaer$dan\Desktup\|nProgress]obs\ZO55Albertson Lane\ZO55Albertson Pagel of g Lane_REScheck.rch REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, {Construction drawings and , ;;; __ ❑Complies ;Requirement will be met. 103.2. documentation demonstrate ❑Does Not [PR1]1 Eenergy code compliance for the � � if building envelope.Thermal ❑Not Observable { envelope represented on ❑Not Applicable ; z a s: !construction documents. 103.1, ,Construction drawings and ';"` ❑Complies ;Requirement will be met. 103.2, Edocumentation demonstrate 403.7 E energy code compliance for Does Not , [PR3]1 ,iii,lighting and mechanical systems ' ❑Not Observable JSystems serving multiple ❑Not Applicable ; dwelling units must demonstrate compliance with the IECC •�° ' " ' {Commercial Provisions. 302.1, - CHeating and cooling equipment is; Heating: Heating: ;❑Complies Requirement will be met. 403.7 Isized perACCA Manual S based Btu/hr 1 Btu/hr ;❑Does Not [PR2]z ion loads calculated per ACCA Cooling: Cooling: u Manual J or other methods ; ; 9' ❑Not Observable , (approved by the code official. Btu/hr Btu/hr {❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 2 of 9 Lane_REScheck.rck Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 "A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below `grade. ;❑Not Observable; I ;❑Not Applicable 403.9 ,Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. ;❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 3 of 9 Lane_REScheck.rck section Plans Verified Field Verified # Framing/Rough--In Inspection Complies? , Comments/ASsu-mptions. & Req.ID Value Value 402.1.1, IDoorU-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i ❑Does Not I table for values. [FR1]1 !❑Not Observable ❑Not Applicable 402.1.1, ;GlazingU-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). !❑Does Not ;table for values. 402.3.3, I I I II 402.5 I ;❑Not Observable ; [FR2]1 i ; ;❑Not Applicable I I I 1 00 �Vj 1 I I I 1 303.1.3 U-factors of fenestration products #.' ❑Com,plies ;Requirement will be met. [FR4]1 are determined in accordance .LL rr+I ❑Does Not (with the NFRC test procedure or � Etaken from the default table. � ' � A ❑Not Observable , a a �,.E �❑Not Applicable ; 402.4.1.1 iAir barrier and thermal barrier '3 r �'" ❑Complies ;Requirement will be met, [FR23]1 installed per manufacturer's # ❑Does Not E instructions. x< ❑Not Observable ; , r �. s V,r,...,., []Not Applicable ; 402.4.3 Fenestration that is not site built , ❑Complies ;Requirement will be met. [FR20] !is listed and labeled as meeting , []Does Not ; �AAMA/WDMA/CSA 101/I.S.2/A440 f �or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ❑Not A+ I w k .' PPlicable limits. 402.4.5 IC-rated recessed lighting fixtures[ " ❑Complies ;Requirement will be met. [FR16]2 isealed at housing/interior finish ,.` 1 ❑Does Not Eand labeled to indicate<_2.0 cfm � ;leakage at 75 Pa. #. ❑Not Observable ; � []Not Applicable 403.3.1 ;Supply and return ducts in attics f :. ❑Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is } ❑Does Not >= 3 inches in diameter and >_ t I R-6 where<3 inches.Supply antl .Y _ ❑Not Observable ; L - '' i return ducts in other portions of ❑Not Applicable ; i ;the building insulated >= R-6 for R I ;diameter>=3 inches and R-4.2 j for<3 inches in diameter. >I 403.3.5 {Building cavities are not used as [ Complies ;Requirement will be met. [FR15]3 'ducts or plenums. ❑Does Not AD i []Not Observable ; ❑Not Applicable ; 403.4 (HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 9F or chilled fluids i ;❑Does Not below 55°F are insulated to>_R- �1 ;3 ; ;❑Not Observable , ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC „ ; ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not l G ❑Not Observable ❑Not Applicable 403.53 '.Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 12_11-3. i ❑Does Not I I I I U I UNot Observable ❑Not Applicable 403.6 (Automatic or gravity dampers are # ❑Complies ;Requirement will be met. [FR19]2 i installed on all outdoor air 4" ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename:\\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 4 of 9 Lane_REScheck.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 5 of 9 Lane_REScheck.rck Section Plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ;` ': ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values �. . ..��[]Does Not provided. xTM ❑Not Observable []Not Applicable 402.1.1, !Floor insulation R-value. R- I R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 I❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 I'I manufacturer's instructions and µ ❑Does Not [IN2]1 f in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable ; contact with the top side of sheathing,or continuous re ' insulation is installed on the 0 -x' I underside of floor framing and , extends from the bottom to the 'top of all perimeter floor framing _ E members. ; 402.1.1, !Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the1❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass UNot Observable [IN3]1 Cexterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable i 303.2 ;Wall insulation is installed per ; . ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not i 1 ` '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 6 of 9 Lane_REScheck.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. 1 R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not Mable for values. 402.2.2, 402.2.6 E] Steel ❑ Steel :❑Not Observable [Fill' ; ; ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per { ❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. []Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable j ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. _ ;- ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [F13]1 insulation >_R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable E 1❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 Each in Climate Zones 1-2,and ;❑Does Not `<=3 ach in Climate Zones 3-8. ; ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies !Requirement will be met. [FI4]1 cfm/100 ft2 across the system or 1 ft2 ftz ;❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable handler @ 25 Pa. For rough-in ; ; ; , Itests,verification may need to ; ;❑Not Applicable ; Ioccur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ,❑Complies ;Exception: Requirement is [FI27]1 determine air leakage with. ft2 ft2 ;❑Does Not :not applicable. (either: Rough-in test:Total leakage measured with a 1❑Not Observable I pressure differential of 0.1 inch , ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler ,enclosure if installed at time of I , test. Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 inch Iw.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary ❑Does Not Iheating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ; ❑Not Applicable 403.1.2 (Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 ion heat pumps. ❑Does Not !not applicable. i ❑Not Observable ; S ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 isystems have automatic or []Does Not accessible manual controls. []Not Observable { ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 7 of 9 Lane_REScheck.rck SectionPI_ans Verified Field Verified Final'Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies ;Requirement will be meta [FI2512 fans not part of tested and listed l _ ❑Does Not HVAC equipment meet efficacy `` i 1 ;and airflow limits. ' ❑Not Observable ❑Not Applicable ; 403.2 Hot water boilers supplying heat '' v, `' ''`V` ❑Complies ;Exception:Requirement is [FI26]2 ;through one-or two-pipe heating 4 ❑Does Not :not applicable. systems have outdoor setback ' ,control to lower boiler water rt _ - ,; �,�� ° ❑Not Observable ❑Not Applicable (temperature based on outdoor ; 'temperature. : ; 403.5.1.1 Heated water circulation systems = =; ❑Complies ;Exception: Requirement is (FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicatedry return pipe or a cold water supplyi ❑Not Observable ; PP .� pipe. Gravity and thermos- T, ❑Not Applicable ; syphon circulation systems are y' not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the ., occupancy. Controls - automatically turn off the pump when water is in circulation loop is at set-point temperature and 1 no demand for hot water exists. . 1 403.5:1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI291z comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the 4=! . ❑Not Applicable desired water temperature in the - piping. 1 403,5.2 Water distribution systems that ❑Complies :Exception: Requirement is [F[30]2 E have recirculation pumps that []Does Not not applicable. pump water from a heated water l !'supply pipe back to the heated %` ❑Not Observable ;water source through a cold ❑Not Applicable ; water supply pipe have a PP Y P�P , ;demand recirculation water ;system. Pumps have controls ;that manage operation of the !pump and limit the temperature 1 ; of the water entering the cold ;. !water piping to 1049F. r ; 403.5:4 Drain water heat recovery units []Complies :Exception: Requirement is [F[31]z ;tested in accordance with CSA _ ❑Does Not not applicable. 855.1. Potable water-side []Not Observable '1 pressure loss of drain water heat 1 recovery units< 3 psi for ❑Not Applicable ; individual units connected to one )'or two showers.Potable water- side pressure loss of drain water ' heat recovery units<2 psi for individual units connected to r. ;three or more showers. ' I 404.1 175%of lamps in permanent N ❑Complies !Requirement will be met. [FI611 (fixtures or 75%°of permanent S + ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage r; []Not Observable ; ilighting. A []Not Applicable ; 404.1.1 Fuel gas lighting systems have " ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\In Progress Jobs\2055 Albertson Lane\2055 Albertson Page 8 of 9 Lane_REScheck.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions. & Req.ID 401.3. Compliance certificate posted. ..❑Complies ;Requirement will be met. [FI7]2 ❑Does Not tj ❑Not Observable ❑Not Applicable 303.3 I Manufacturer manuals forw ❑Complies ;Requirement will be met. M18]3 i mechanical and water heating * ' ?.❑Does Not ;systems have been provided. #Y x' ❑Not Observable ; . ;IE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Manos House Report date: 11/06/19 Data filename: \\OFFICE6\Users\dan\Desktop\ln Progress Jobs\2055 Albertson Lane\2055 Albertson Page 9 of 9 Lane_REScheck.rck 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating: U-Factor SHGC Window 0.30 0.30 Door 0.35 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments R REVISIONS: STEEL FLITCH(S) O O PLATE PER PLAN 21/2j po po 5"w X 5"w X 3/8"t STEEL ANGLE CLIP (EACH SIDE OF BEAM) O O p A p p p 2,/5 0 0 49 B O 4 g) MICROLAMS p 1 ' PER PLAN 4„ 16„ O 5/8"dia.CONNECTION BOLTS I ' O ASTM A307 GRADE A(60,000ksi) Q O 63'-111/2" O WITH WASHERS AND NUTS @ 16-OC(STAGGERED) "P.) s/s"dia. 1 ' „ , „ , „ ; , Q 21/2" 9 -111/2 17 -0 20 -0 17 -,0 p It1 � I 1 1 � 5'-21/4" 4'-91/4" 8'-6" le 8'-6" 10'-0" 10'-0" 8'-6" 18'-6" STRUCTURAL BEAM CONNECTION DETAIL 1 ACW4074-3 ACW4074-3 NTS (3)1-3/4X9-1/2 ML HDR (3)1-3/4X9-1/, ML HDR M V= V= T t ROOF VE- Q Zo— ; C7 J O ":ITE J �Q 1 O o oO o �� ROOF DECK ABOVE- Na Lu O Nd00 o� o,F- a, I ° �� '00 Q 4 O (2)1-3EAM 16080 XXOv (2)1-3/4X14 ML w/5/8"STEEL PLATE FLUSH BEAM AAN6018 E-SERIES GLIDING PATIO DOOR ; M m I 1 I (3)2X10 HDR O O O I I (2)1-3/4X14 ML,�/5/ 'STEEL HEADER ; J 1 1 00 a 00 2'4" ��O ®— 'F_ I I M FAMILY ROOM 1 14"TJ1560 WOOD'R FJ (a 16"OC 3" 16" 16" I 9'-6" 01 16'-1" I I 20'-2" 1 1„ C° O _ ' 0 0 I I W C 410 N I Ig STEEL PLATE 4 1 ' � r MUD ROOM jrJ I I 14" J1560 W OD- FJ 16"OC ; I I 1 I I IW O 1I 1 ' R ' ; 3/8"CARRIAGE BOLTS @16"OC 14"TJ1560 WOOD-1 F1(@16"OC - STAGGERED TOP&BOTTOM ' sa-s/S'wLAs AS x FOTv6 TY6"h C) = 0 DIRECI VENT FIREPLACE i ; DOUBLE @ ENDS(TYP.) ------ ---------------------_____-__-__--_--_-__-O------- ---_-----------------_--_-------------I - ----_-- _-_ _ ___-- -----J__I____--_----------------- - S _______--_-___-__------J________-______-_--__-_ _------_-_-I________-_- N tn^ I IN_ - LIVING ROOM _ 3,-T.:I SINGLE FLITCH PLATE DETAIL M I O u I I x� 1 N L-3T/ X Im - - - - - - ( )1lNTS Z z ' (2)1-3/4X 4 ML w/5/8"STEEL PLA I I (2)1-3/4X14 ML w/5 "ST EL P E - - - - . - - - - - - - - - 14" 155 'WOOD-I FJ 16"OC N I I - 5'—4„ -C-4 � ,y � , , I I � i =\ =N , � z Uo = 2X8 DF#2 CJ (816"OCIN L rl Ln g T a m X I I I 14"TJ1560 W OD I FJ 16"OC I ; --" O ,z rn Q M UTILITY ROOM r` U I I I , ,,, 1 o 4'-0 1/z 9 -81/z I 5'-111/2 4 -1 i 11 61/z W (2 14" L I ; R4 I G-- - --- ; ml djIO ' -h rn O I (3)2X10 HDR ; --- ---- (2)1-3/4X14 ML 1 Z Q H 1 — — — — — — — 1— — 1 --------- - - - — - i - - - - - - - �— 2'6" 12'0 N ,� ACW3250 1 ; ; LINEN 4'�I� 16" 16" KITCHEN ----------a ------------- I 2/2 1 ----------� O A- F WALK-1N 1 _ 7'-01/z" 3'-111/2" o OSET - 14"TJ1560 WOOD-1 FJ fa�16"OC ' - , N 1 STEEL PLATE I ' Ln 14"TJ1560 WOOD-1 FJ 0.16"OC ----- - ---- ' 1560 , ID O O I 1 ; FJ6"oc I I LAUNflRY ROOM z N 2'/2 00 ------ �N N 0 M ' ' x 5/8"CARRIAGE BOLTS \ v @16"OC"P.) ' ¢ N ENTRY: I cL W D ; LCA `----------+ I , "---- ----------� ' - 1 O O O I , S I �3's' OPEN N _N N (3'91 MULTIPLE FLITCH PLATE DETAIL N v 0 ACW3250-2 ; ; ; ; i "' ACW3250-2 NTS ii o I 1 C° HALF BATH 0m o I I pLo CID � a 0 (3)2X10 H : ' ' 'L((3)2XIddHD,,,ll (3)2X10 HDR TEMPERED 1/4-3/0-1/4X8/0 ACW3250 771 AC 3250 111 .� M „ , „ , „ , „ 11, , „ , „ , „ , d" „ , „ 4 -111/2 5 -0 8 -31/4 8 -31/4 11 -51/z 7 -0 7 -0 3 -51/z "' 8 -31/4 8 -31/4 Ln U m ' 111 I 111 1 ,C7, ti ul nl , r ) I N g'-111/2" 16'-61/2" 20'-11" 16'-61/2" III ' 111 , 111 1 111 , III 1 III , 63'-111/2"— ;;; ;;; ' 11 1 , 1 T1 2)11-7/8 M_L GIR_D_E , , (2)1-3/4X11-7/8 ML GIRDER El (2)11-7/8 ML GIRDEEl ' I - --- -------- - 1 tlA MENT Eunq W --- ---------- ---------- ----------- --------------------- -- --' - --r---------- - ------- ' KER -- -- 1' , ARD 1 ; AMIC TILE OVER O 9 -------- B ; 9-12" EXTEND MEMBRANE INSET(TYPICAL)— — — — — — - B 48" 1� UP WALLS AS SHOWN SHOWER DRAIN 3" �1 4 gFASTEN AT TOP ONLY (TYPICAL CURB F712'1" � o� N jj N TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN N..a 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Q RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2. PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. 10. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R30,EXT. 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 1ST. FLOOR PLAN U'] WALLS:R19,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 11. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. SCALE: 1/4" = 1'-0" 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. AREAS. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER 12. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. p TOWEL BAR LOCATION A INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12"x24" (min.12"j 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. GRAB BAR OCATION TOILET-PAPER 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 77-84" HOLDER .ALL BATHS.PROVIDE BLOCKING AT T-0"O.C.AND MIDSPAN. 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS LOCATION OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. VARIES(VIF) 48.60^ 15 14" 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. (VIF) 36" UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 36-48" STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 18" 26" M L SIDE FOR MICROLAM HEADERS. DRAWN: MH/MS INSTALL SELF CLOSING MECHANISMS AND ALARMS FOR DOORS OUT TO B. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS POOL AS REQUIRED BY CODE. SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM SCALE: , JOB#: (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ,'.R 4s� lQg 10/7/2021 PER CODE. : f , SHEET NUMBER: R DDIV OCT 15 2021 ' :,, A-4 BUILDING DEPT. ` #' -C .. n' � ?'r�'f' REVISIONS: COMPLY WITH ALL CODESOF NEW YORK STATE &TOWN CODES � � ;. �: TED AS REQUIRED Al "OR! A ; DiTIQRiS-4�- 3 y6 s0 ' DATE: B.P.# 6 ' �- - y_ SOUiAt� 1"dN T"'T1S?EES t, )i 1FY EUILDING DEPARTMENT AT �--� 7E>-1£102 B A'. TO 4 PM FOR THE FOLI-O-VYING INSPECTIONS: FOUi: ,ATIChJ - TWO REQUIRED FOR POURt D CONCRETE O CU��CY �� 2. ROUGH - FRAIMING & PLUA!I�ING '. IIdSULATIO d ;_ �S ��11—A ��E UL 4. FINAL - CONSTRUCTION MUST c EE COMPLETE FOR C.O. t��JMHOUT CERTIFI E ALL CONS7F,.UC-[IOjk4 SHALL MEET THE r REQUIREMENTS OF THE CODES OF NEIN OF OCCUPANCY YORK STATE. NO' RESPONSIBLE FOR p rSJGN OR CONSTRUCT ION ERRORS. PLUj'1j3"- CE/7TIFICATION ON LEAD CONI ENT BEFORE TRUSS Pl-ACARDING REQUIRED r; RT;t=ICATE OF OCCUPANCY SJLIDCR USED IN WATER — - - — 5U?f�Ll�SYSTEM CANNOT _ EXCEED 2110 OF 1% LEAD. Must provide Manuals D, J and S a C ae PLUMBING 0 NYS EnergY ALL PLUMBING WASTE &WATER LINES NEEDLUI W 00 TESTING BEFORE COVERING T310 mrer.door and ductwOTr — - - — testing required. Q - - - - W All exterior lighting DO NOT PROCEED WITH FRAMING UNTIL SURVEY a-+ installed,replaced or OF FOUNDATION LOCATION C) repaired shall conform HAS BEEN APPROVED. to Chapter 172 of the Town Code a 0 � LLRETA!N STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. WEST ELEVATION SCALE: 1/4" = l'-0" � z � � w x C) � � w o N O M �+ O � m �' V �O M m O a S Q u !� r1 X O � w23 i '1� o4v .n a s~ bin Oro, 0ON 0 .. Cz in N v 0 W O i 00oil I LLjj 1 11 i W U -- -- p ( N o I o � I IN SOUTH ELEVATION ► DRAIN: MH/MS SCALE: 1/4" = l'-0" cn '= ' N SCALE: JOB#: 022339 Q� 6/14/2019 F N E\N-40 SHEET NUMBER: A- 1 REVISIONS: IIS I I O I a p w c ILU i � O 11 11 11 T 11 11 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 li 11 11 111 11 -T ll 11 Q O r� O o A-+ I BOTTOM OF W TO OR EAST ELEVATION SCALE: 1/4" = 1'-0" � w O O z c w x O a z z w o N 0 c1r) cf) M Qj V x lf) ^ GVJ c� CO th p rL4'V O P4 � u Lf) U -- U) C� I --- N .0 W O I EH EH 00 W d U � N o o Ing .1 ILLI El 'CERED qR L 1A NORTH ELEVATION � � '' '.�{, ,�. ' ��N * DRAWN: MH/MS N� ,F_ _ SCALE. SCALE: 1/4" - 1 -0 c J ��233g Q� JOB#: 6/14/2019 OF N ESN�O SHEET NUMBER: A-2 REVISIONS: SC740 CHAMBER 51"w X 30"h I I 691.2 SSI OPENING FLOOD NOTES: 1. FLOOD ZONE:AE 7.LOWEST GRADE AT BUILDING:EL.7' A 2.TOP OF CRAWLSPACE SLAB TO BE EL.7.0 --------, B _____ 3. PER NYS CODE,R324.2.2;OPENING AREA FOR FLOOD WATER ___ 4 9 TO BE 1 SQ.IN.PER 1 SQ, FT AREA.BASEMENT AREA:2174 SQ.FT., 1 4 9 ; TOTAL OPENING TO BE MIN.2174.1 SQ.IN. 1 1 ' 4. PROVIDE Y WIDE OPENINGS,FOLLOWING CURVATURE OF 1 64'-0" 1 CHAMBERS(SET IN 2-5/8"INSIDE ALONG PERIMETER).EACH , 1 CHAMBER OPENING AT 691.2 SQ. INCHES(AS DEIGNED).INSTALL 1 (4)OPENINGS AND(4)CHAMBERS(TOTAL NET AREA:2764.8 SQ.IN.) 5. INSTALL STORMTECH SC-740 THERMOPLASTIC CORRUGATED WALL ' " " ' ' " , STORMWATER COLLECTION CHAMBERS OR APPROVED ALTERNATIVE. 10 -0 17 -0 20 -o ' 17 -001 SOIL CONDITIONS AND BEARING CAPACITY TO BE PROFFESIONALLY VERIFIED IN FIELD PRIOR TO INSTALLATION OF CHAMBERS.INSTALLER TO INSTALL PER MANUFACTURER WRITTEN INSTRUCTIONS. (2)SC740 CHAMBERS 1 (2)SC740 CHAMBERS 51"w x 30"h 51"w x 30"h TO 6. PROVIDE AND INSTALL CLEAN,CRUSHED ANGULAR STONE.STONE T; ; 1 1 SURROUND ALL CHAMBERS AND ABOVE BY MIN.6,COVERED WITH ' - -- GEOSYNTHETIC 601T NON-WOVEN GEOTEXTILE.CLEAN FILL OVER TO I 1 NEW GRADE EL.11. 1 ' 7. SCREENING,GRATES,LOUVERS,PIPING(MIN.3"dia.)-INSTALL PER ' -----'"""'------------ - - - - -- -' CODE AND MANUFACTURE'S INSTRUCTIONS - --------------------------------------------------- -i , i- 1 --- --- --------- v d p• D v d p• D v d i , v v P d b ' ' - -(2) 1-3/4X14 ML-► o. I D e O , I 1 O � I O I I 0000 1 .. I O ' ----- D , 00 00 , d , ' D , 00 � ---- - SHELF FOR-PATIO(TYP) ' o- - ------------------------ it ------ I ' , o ' W d , I (2)1-3/014 ML-� 1111 --------------------------- ' ------------------------- Intl 1 - -- ---------�nrr-- `�RITI-- -'-- -Inn-- I 1 Alin W 11111 ' 11111 ' I O ^ . �� 16'-61/4„ 2p'-6" 0 15'-11" o I I...., I D I 9 43/4"1 ,I II I ' II 1 I I � O I 'G II J 1 1 G Inl "MM i • i 1111 W �, III11 ; III11 J I Inn nnl r-' I 1 � .- ; I EXT. I , I b I 0N IIII 11111 IIIII N I I I x 1111 ([� II111 ' 11111 ^ I ' I WALL I _ I ztI l l l I�n�.yl�l�,l Mall M IIIII ' e--- I-x-, O ' I i ❑ 1 ~II ITI i ; i IIII „ 1 ' 6 FINISHED FLOOR C EL. 12.5 I I X1111 v 11111 I 11111 1 4 p 8x16 CONC.BLK.PIER; 1111 ; "' 8)16 CONC.BLK.PIER ' w/36"X24"X12"FTG. ' ""lilt ' ' �nlf 36"X24"X12"FTG. 1 8x16 CONC.BLK. ii' ' ; ; 4 10 TOP OF FOUNDATION __ ' w nn ' i 1 i w/36"X36"X12"FiTG. I I , " EL 12.3 TJI FJ -------- ----- III 1 1 1 , 1 1 1 1 I iA 01111 ' .. ' W 11111 ' ' I III11 W 1 ' I 1 , (o 1 1 11111 , `w ITITI--' ; 1 IIIII 11 1 ; I • I 1 I 4 1 1 1 III, IIIII , 1 11111 1 I I , I �� 14"TJ1560 WOOD-1 F1 (@ 16"OC Hill EL. 12.0 Co o b (D L J 1 (GRADE)II IIIII 11111 , •----� ----I--------'-------� - - -----------------------4,+11-----------------------------------------------t.THI„----------------------------- ---- ------------------------------------ - - --- -------- TOP O ATION -----------------------------y171*- - r -----DOO F FOUND ' i�ce ,14"TJ1560 WOOD-1 F1(@16"OC o ;;;; " ;;;;; BILCO B-DOOR N O 1 trv.J D ; '• XIII, 00 X Inn ' I l l l l O+ 1P. ' , cR-AvvL-SPACE-ACCESS - EL. 11.1 1 LL,I I \IIII 111111 i II 1 ' I G D, Q , . 1 REBAR 10 IT1TI--, 1 ,,,�rr,'jjjj'"' n•� 1 v Z m , ' ' , 11111 1 � ' 1 I -Q , 1 .... 1 1 1 1 , 11111 v , ' I I I • I _ 1 ' ' � III I i 8x16 CONC.BLK.PIER ' nu 8x16 CONC.BLK.PIER ' 8x16 CONC.BLI�. PIER I ' 1 o I O " 1 1 , ' 1111 ' ' 111 w 36"X24"X12"FTG. ' 111 1 ' I , 1 I 10" WALL 4 -o , , w/36"X24"X12' FTG. 1 , I �, � 1 w/54"X42"X16, FTG. , I I , , (5)#5 REBAR LONG WAY ' W 1111 ' O Ills i 1 . , 04 `-a r„,__+ �fl'-ITITI--' ' (6)#54EBAR 11111 Ind ' , `- _ _ __-- ' , O E5 1111 ' 1 III11 W , I b . " CRAWL:SPACE o e , ,les .G , ,. IIII 11111 , 11111 R ; 1111 00 I 1 1 1 1 ' `---TITh�-' ' O i D , 1111 I 11111 ' III J CV , TOP OF SLAB O -------------- ' EL. 6.0 uM /i N 1111 I ^ IIIII ' 1,1,1 � \ 1 4 f " W _I ' 1111 ( 14"TJ1560 WOOD-1 F1 na,16"OC 0 a+ 11111 ' N 14"TJ1560 WOOD-1 FJ(@16"OC ; 5 -8 (VIF) r �II11 x 11111 ' 11111 ^ r �• I 1 x •__�_ , I I I I �. X1111 ' M 11111 ' ; 11111 X 1 BOTTO OF SLAB O O •� ; Milli ; ^ 11111 ; 11111 I I ^IIII �1I1II ' •---I+I+I-�-, ' I a EL. 5.8 j �1 1 `------------------------ ---------------'-------�VLL__, 1 I I I 11111 r, 1 I I 1 ' D • e o e p , nl (3)1-3/4X4 ML _ ; ; i i i REBAR W 0 1 1 111' ' 8x16 CONC.BLK!PIER O - -------------------------- --, - , , Inn 8X16;CONC.BLK.PIER I 111 1 1 - n N w/54"X42"X16"FTG. ; w/36"X36"X12"I�TG. ,,, w i i , , BOTTOM OF FTG_ 45). REBAR LONG WAY ' 1 11111 a I 1 ; 00 EL. 4.8 -I I D I II111 t ` II111 I 1 I I ( I I I (6)#5 REBAR 1 I O O J III 1 1 1 11111 cV , ; ; N WALL SECTION ' , (� II11, 1 11111 , I I X 11111 1 11111 x I , , , , 00 D Z co SCALE: 3/4" = V-011 M „ "' 15'-11" 4 I I 15'-11 . 11 II 20 -6 ; II II I I �11111 1 11111 1 1 I 11111 i 1 , 11111 1 I C'n C, . i ' I .e � . .p o e A e .0 1 ' ----------------------4-----'------------------ ++ x I i 1 I (.0 X O U ' -------------------------- ' -------------------------' ' .0 cu 00 "IliaA •o e d SLAB hill BLUESTONE BRICK � ' r---------------------SHELT-FOR',PATItF"P)---------------------�- ; HAUNCH ' v M ' OR PAVERS �- 1 • 1 1 I M 01 10'-0" 16'-61/2" 20'-11" 16'61/2" #4 EPDXY COATED 00 o 64'-0" I REBAR 24"OC EACH WAY o w 10, ' 6X6 10/10 WMM I 4" CONC. SLAB w -------- -------------------------------------------------- 1 1 , 1 0 0 0 0 0 0 0 0 0 0 0 0 o V ' �� a � 6" GRAVEL 1 , ' o 1 , A --------; B 1. 10" THICK POURED CONCRETE FOUNDATION, Ill 4 9 #4 EPDXY COATED 3000 psi. SEE DETAIL... 4 9 Q I I l ADJUST FOUNDATION THICKNESS FOR SHELF n N EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. TO BE USED TO SUPPORT PATIO,PORCH,srooP. I I ( ( I I REBAR 12 OC RESIDENTIAL CODE WITH A BITUMINOUS COATING. ALL FILL BENEATH CONCRETE SLABS TO BE , COMPACTED TO 95%RELATIVE DENSITY. QI 2. FOUNDATION TO HAVE 24"X12" CONCRETE (2X4) KEYWAY IN FOOTING. FOUNDATION PLAN SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE ALL FILL BENEATH CONCRETE SLABS TO BE FOOTINGS TO HAVE 3 - 115 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST w/6X6 10/10 WMM OVER A REBAR @2SLA'OC EW. ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). SCALE: 1/4" = 1'-011 BLUESTONE TO BE INSTALLED OVER SLAB. p V COMPACTED TO 95% RELATIVE DENSITY v, ASTM D-689. COMPACTION .TEST AS NECESSARY. 3. BASEMENT SLAB TO BE 2"THICK, min. TOP OF SLAB TO BE 1' BELOW NATURAL GRADE (SEE SECTIONS) PORCH & PATIO DETAIL 4. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. SCALE: 1" = 1'-0" O`�' REO AR�y IN 5. PROVIDE 5/8" DIA. ANCHOR BOLTS AT T-0" O.C. AND W/1 1'-0" OF CORNERS, INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO _ =.Ii N DRAWN: MH/MS BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. Nom ` SCALE: 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING -933 JOB#: AT 8'-0" O.C. MAX. AND MIDSPAN. OF N E�COQ- SHEET/NUMBER: 7. FILL VOID, BETWEEN JOISTS, AT POINT LOCATIONS. A- 3 REVISIONS: STEEL FLITCH(S) 0 PLATE PER PLAN 4' 16" + 16" ai 5"w X 5"w X 3/8"t STEEL ANGLE CLIP (EACH SIDE OF BEAM) ® � A B 00 0 2'/sj ( OO 49 ; MICROLAMS PER PLAN 1 1 124" 16" © © 5/8"dia.CONNECTION BOLTS ASTM A307 GRADE A(60,000ksi) 21,/2 64'-0" I 1 WITH WASHERS AND NUTS 10 I 0 @ 16"0C(STAGGERED)(TYP.) 5/e"dia. I 1 10'-0" 17'-0" 20'-0" �0" O . 2'h" 1 0 1 I I 1 5'-23/ 4'-91/4" 8'- " 8'-6" 10'-0" 10'-0" 8'-6pp 4 8'-6" STRUCTURAL BEAM CONNECTION DETAIL I ; ACW4074-3 --- -- - ACW4074-3 --- NTS -------- -------------------- ---- -- --------(3)-I.314X9-1/2-MrI�BR---------------, I (3 1•-3/ X I ' U= ' I PATIO I I U- , --- - i ROOF VE- cc 1 ; dIt o JO �, ;o o ; y JO ; O o ' " g O O o I RIC OF DECK ABOVE- ; W I � ' N d O - 0 10 — x N Lu d 1 I M r ® -r I Q a. uuelf. I @ 0— Q 1 O O 00 ¢ Q ' o 1- 1 1 '00 -110 O m ' I I .r ' I (2)1-3/4 1 ML 5O'STEEL FLUS EAM Y (2) 1-3/4X14 ML w/ /8"STEEL PLATE FLUSH BEAM v� 16080 XXO AAN6018 �0 0-- E-SERIES GLIDING PATIO DOOR 1 ; m n --- ; ia-----------------------+---------------- ------- ; I �. ; o ►�1 ZD -------------------------- 1------ ' o y♦� ---+1 , go O --------------------(2}1-3/4X.14ML-il V-5 STEEL kiEADE&----------------- HO 11111 ; tll ...1 .. 1 i®a- II111 I II 'C '• , -•' I U O ;; 11111 I ,II Q ' ; n ;I n� 1 II Tlor"— x�llli ;l;;I, FAMILY ROOM ` I UTILITY ROOM � " ' ' ; ' " I I 11 11 1 11 , III I� ' ' 61/2" ' 16'-1" 11111 ' 20)-21'- (D 1111.. 14"TJ1560 OD,'I FJ 016"OC I"�■ 16" C O I 11 11111 ; -- I 1 61-1 701 1 1' O 0 r 1 n illll}w 1 IIII ' 8'-O" I L� 10 N I II 11111`1.'.• ✓';}I I 111 STEEL PLATE 1 n 11111 i s 14" 11560 WOOD- FJ 16"OC 11 n I I 1 H tI11Y J 1111 I 1 1 1 1 31_On n l 11 n I w ; * ' 1 1 i"T ' 11 14"TJ1560 WOOD-1 FJ (@16"OC " �;11�_ ' S LAS FORTY6 1111 "N ; ' n , na ' ss-ie^W x 2sa/a"n 1 -0" � 3/8 CARRIAGE BOLTS @16 OC 1"'13 ; DIREC VENT FIREPLACE 111 L0 1 STAGGERED TOP&BOTTOM , I 1111 = �;ul ' 1111 ; ---- I cD ' DOUBLE @ ENDS(TYP.) HMI- -----'-------------------------- -------------------.._ ' lO1 ---I�Ed ------ - --------- --- - ----- - " - lYl - I _ ----- -- -+p------ --------------- - I N11 I ' X +11110 ' LIVING ROOM I r ---------- 0SINGLE FLITCH PLATE DETAIL I OV 111 ry r 11111 ry ' 111 — 1 1n11X ' ^I 1 n — � ----• I 1111 11111 ' `V O 11 C V� �l l l l -3/ X14 ML Z ; 1; N 0 NTS 1 ; \ ' ;; ', , , (2)1-3/4X 4 ML w/5/8"STEEL PLA ±1;11 (2)i-3/4X14 ML w/5 "ST EL P E I....+ ' 1 MUDROOM 'T.1 �. . � . . .� - - t . . . ' 14" 155aWOOD-1 F1 16"OC (o ry I N 11 ' 11nI I ` ' " 59-411 I II , `1111 , I II \ I ; ... T 2X8 DF#2 CJ (a16"OC 11"' ' ; 11 H!- n z ---- I� ^' x ;1 ;111 1 14"TJ1560 W OD I FJ 16"OC , { 4 11 5;1;1 4'-01/2" Iv 9'-81/2 5'-111/2" ;IT- 4'-1" e Lo � 11' 61/2' ; � v' z ' I II O 1f111olo I ; I 1111 _(2 14" L 1 Ill 1 111IF �- I O) ' 3 2194DR------ +1 ' ' --------F} ---- , 1 --- ---- (2)1-3/4X14 ML 1 pO,,, 111 I ACW3250 I 1 ,11 - - - - - - - ;- ;;; 2-fin L= X2'-0 III I III , \ ' 71/�n I n 16" I ' 111 I 1 +I , LINEN CO ' ■4'■1■ 16 �, , O ' KITCHEN ----------� " ------------ ; "� ' 2, 11 • I ; 111 -----_____1 ' � WALK-IN 1 111 I 1 0 0 0 i 1 1 1 I I I Q , 1 11 7'—01/2" 31 11 1/2' 14"TJ1560 WOOD4 FJ (@16"OC 11 ---------- I = LOSET ; 1" "N ; ' 1 , �• I I 1 Ln o \ STEEL PLATE -________ " 14"T11560 WOOD-1 F1 f116"OC �" I .. 111 - 1 X ry 14" 11560 I II 1 " ' I 111 I ' rq FJ @ 6"OC 1 ;; "I LAUNDRY ROOM 2m,.T 0 0 I I , III------------ ' rn 00 ' i u __________; ; m 1;; 1 6''-1" ' '� 5/8"CARRIAGE BOLTS I III , I N III 1 n (TYP.)I III 1 11 �-. I t @16 OG. I I 1 111------------ ----------1 i O 111 ni I _N J1.11.1..1.]..LI I C� u I W D ' Y \ ; ' ------------ -------- --------- ' T° I _X ry MULTIPLE FLITCH PLATE D `-----------'1--�- -- - I -- 111 , OPEN ' N = c e II ' N - DETAIL ACW3250-2 ; ; ; ; ; ; "' ; ACW3250-2 NTS rn O HALF BATH ; " o I +� I I 1 I I O 1 I m �u ' 1 `---f3Xlfl ----- z 3j i--1 - (sr2�c�or1� --- -- - ----(3r�x�erlfl�-- ---T-- - - cu "' TEMPERED 1/4-3/01/4X8/0 ACW3250 ,,, ° °�° 111 111 ... -4 i 111 AC 250 111 5''01 -0" 5'-0" 8'-31/4" 8'-31/4" 'll '-51/2" 7'-0" 7'-0" 3'-51/2''1 8'-31/4" 8'-31/4" � En v 111 111 1 01 � U 111 ' 111 , � � ~ 00 10'-0" 16'-61/2" 111 20'-11" 1 ;;1 16'-61/2" N o c J 111 III 1 111 , 1� III I III , III 1 III 64'-0" 111 I 111 I ' •rlr 2)11-_7/8_M__L_GIR_D_E __(2)1_-3_/_4X_11-_7/8_ML_GI_R_DE_R__ (2)11-7/8 ML GIRDEEl ______= G= =___ r==== ___.- __________ I CEMENT- 1 BACKER 1 1 BOARD I 1 ' U A CERAMIC TILE OVER 1 I THINSET(TYPICAL) O ________, I 9-12" EXTEND MEMBRANE - — — — — — — — — — — — _ 0 4 (� -------- 48" UP WALLS AS SHOWN SHOWER DRAIN 3" �! 49 FASTEN AT TOP ONLY (TYPICAL CURB 26. Emoq N TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN (-1 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2. PLATE HEIGHT AT 10'-0''UNLESS OTHERWISE NOTED. 10. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. 1ST FLOOR A N WALLS:R19,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 3. EXTERIOR WALLS TO B:FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. ■ 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 11. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. SCALE: 1/4" _ V-0" BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT Q, 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. AREAS. 4 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 12. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12"X24" TOWEL BAR LOCATION 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (min.12") 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER O GRAB BAR LOCATION TOILET-PAPER 77.84" HOLDER D ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS LOCATION !R OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 4 VARIES(VIF) 15" 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 48-60" INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 36-48" (V1F) 36" �� S STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 1 1 z6^ yLL SIDE FOR MICROLAM HEADERS. 18" DRAWN: MH, MS 8. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS SHOWER HEAD NICHE PLACEMENT SHOWER SEAT N SCALE: FIXTURE BLOCKING A BATIriR (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, � -- � JOB#: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. �` "lex r� 6/14/2019 PER CODE. �A� X22339 OQ� SHEET NUMBER: OF NE\� A-4 REVISIONS: A 49 4 9 ------- I I I 1 1 1 1 I 54'-0" 1 1 I I 1 1 1 I 17'-0" 20'-0" 17'-4001" 1 1 I 1 I 1 2'-10" 5'-8" 5'-8" 2'-10"10 013'-6" 6'-6" 6'-6" 3'-611 2'-10" 5'-8" 50-81y 2'-10" 1 1 1 1 1 1 1 I - t I 1 _ ` I W PITCH TOE qD. INSTALL PERIMETER GUTTER.DRAIN ' O TO DRYWELL VI DOWNSPOUTS 1 ACW3248 FWGD60611 L ACW3248 ACW3248 FWGD6b611 R ACW3248 F--� (3)2X8 H DR (3)1-3/4Xb-1/2 ML HDR (3)2X8 HDR AAN2828 (3)2X8 HDR 1 (3)1-3/4X9-hX2 ML HDR (3)2X8 I DR AAN2828 ACW1248-2 TEMPERED r — — — — — — — — — — — — — — I I = N 00 (0fAr F ' 0 m (3)2X8 HDR (3)2X: HIDR (3)2X8 HDR ,i X. < O m (D \ � TUB OWER 00 O I ' _ I I , 16r-1 r, 1,3'-51/2" ' I M 1 � I I C I 69-1190 zI ,2X10 FALSE RR Ca?16"oc,• BEDROOM # 3 C L� 10 I 4 N '-31/2' I BEDROOM # 2 BATH #2 CATHEDRAL CEILING \ I I / ,2X10 FALSE RR 16"OC 4 �0 C) 1 ``I,' 0 2X10 FALSE RR R16"OC" 'f ' , ' r r r n r Ir , , , v 1 4 -1 5 -71 5 -71/2 0Co ' I ' N 1 1 ' 1 ' ______________________ Iii 1 1 x M ' ' I ------ ----------------IC HE -A EEIEIN6------ -- --i- ---- - -- -------- -------- --- --- - - ----- --- ----------�'----- ---------- --- 0 00 ' O N , 11 2X1 FALSE RR 16"OC ' O ZD N o N 2'-6" 4'-0" E = O 2X8 HIR p QDW IN `n ----------,----- ]C4-------- ----- c0 (3)9-1/2 ML HDR 1 ' N w a 1 , — 2'-6" 4'-0" I - i c ' O ; (3)2X8 HDR co ; O 0 00 ZD �� ' ff0 N I J.�lal. rr N I (fl 7 —1 0 7 2 1 -612 13'-9" 10'-91/2" M < Q p p., STAIR HALL : 2�-6" 2'-6" I z � W „ ' v ----------- 0 --- ---- ' 1 Q' to � L z 1 I ° 1 0 q N OI ' ThRAIL(TYP) ' - C —61A 11 —61/201 C7 10 L — — _ — — — — — — X N E -N , ----- ---- •, t .. r- N ----- ---- ' t 00 hj\STER BATHI 1 ------ �z w BWROOM # 4 0, r\)17;;;;: N to '—.Q1 rf 7'—O" 1 __________ V , ° V I O CJ O N - 5'-91/2„ � 0 16,,1,r t1 ---------- �D WALK I ---------- 0) 1 I 1 OPEN _ v ---------- TO , � Ce O ; Lo ; ---------- 00 o BELOW _� = BATH #3 0 1 o x I ao ' = m N � TU WER ' � � ---------- N � � I N ' N _ N 41 � ---------- I .— 4 (D ' �; O 1 I 1 I M ON C'7 41 ( 2X8 HDR (3)2X8 HDR 1 __________ ' (3)2X8 HDR , (3)2X8 HDR (3)1-3/4X9-1/2 ML w/(2)3,14"STEL FLUS B cV n v X l.f) ^'r 41 TEMPERED ACW3248 , , ACW3248 I ACW3248 1j ;'1 Y ACW3248 , I 1 x /�O 1 1 1 I ; 1 w •F+ 2X8 DF#2 CJ 01�'OC ' O may. 1 TUB/SHOWER o I �O/ rr�y � W W �i V (3)2XI H1DR 1 TEMPERED , U ACW1242.2 ' 00 `0 r rr » f a rrr 4'-31/4" 8 —0 10'—51/2 4 —31/4 8 1'0 4'—,31/4" N o 10 1 G I ' I ' t 16'-61/2 10 1 v/ 54'-0" 70, ' w H ' 1 ' VI � I 1 O t � cn 1 A B ------- 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 4 9 49 E" RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 10. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. V 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. WALLS:R19,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 11. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 2ND FLOOR PLAN WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. AREAS. _ �1 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 12, ALL FLOOR TILE AREAS TO HAVE MUD SETTING. SCALE: 114" — V-O" 1� INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. •'"°"r 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. � ED ARC UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK � \- SC,�� STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. SIDE FOR MICROLAM HEADERS. 4 S. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS �� DRAWN: MH/MS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, � ; N SCALE: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. Nr JOB#: PER CODE. A ��'' � 6/14/2019 .3 3g �� SHEET NUMBER: �O A-5 i REVISIONS: A --------♦ B 49 1 -----; 49 , 1 1 1 I 1 1 I I I I 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I 1 I 1 1 1 I 1 1 I , 1 I I I 1 I I 1 I I I I 1 I W I I I I I I r^ 1 1 1 1 1 I ' O I 1 1 , 1 I 1 I 1 1 --------- -- '-------------------- 1 __ ; i -------------- ; I i- ---------------------, 12 ' - 2X10 DF#2 RR 16"OC' 12 O 8 v ,2X10 DF#2 RRC@16"OC,. -----------------------------L--- -----, Ir-----------------, I , !♦� � I I ' I I I I '♦f , I ^ F x ' , Vl I 1 ♦O ' I 1 I ' 9 ' ^� , ' C W 9 I 3\ 1 � 2X10 DF#2 RR(@16"OC I --------------------------------------- _------_------- -------------- -------------------------_---'----___-- L'---�- ----- --- 12 --------- ' I I 1 1 I ' -- ' 1-1 3/4X141ML RIDGE I 1-3/414 ML RIDGEI - , I ,1 1 2R----, O ZO -------, r-- -----------------, r----------------------------------'------------------------------- r------------- i---------- ------------------------ 0 w ' I 1 1 I 1 ' , 1 1 I ' ♦ � � ' I ' 1 I I ' , ' I 1 ' ♦\ 7 11��11 '' I ' I I r"� I I --_____________________.+ ------ r____-______-____-___-_--_______ I 1 1 , rT, -------------------- ___________________i , ' r____,, r___________ -------------- _____________ 1 I i \ V) WW 1 ' 1 ' 1 1 1 I 1 1 1 U 1 , O O , I ♦ `/ _ i t I I I I , I I I 1 I , Ce 12 CC 12 1/2 RND. GUTTER I , N , , , I I I , Q!- , , , , I FASCIA 1X8 ' W ♦\ N a 1X4&1X8 m F' v $ I 11 I ' 1 I I `------------------------' -------' I ♦ FRIEZE BD. V r_ 1 '---------------- I VENT x ---------------------- -------------, 12 i 1 I � SOFFIT • r-+ `.° +' v , , , I I I 1 1 I x o -4xlo DF#2 RR(@16"OC ' ; ; 16 OH O I 1 7• i O 1 I Ln U 00 I I ' N +y O SOFFIT DETAIL 1 , v ' 1 O ' 1 1 1 X12 w 1 ' ' 1 1 B ' 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. B. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 4 UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE ROOF PLAN - 3. LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS COMPLETE. SCALE: 1/4" = 1'-0" (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT N' CUTTING INTO SHINGLE SURFACE. 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 10. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS CONCEAL VENT. ED WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 11. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. C7 �Ev 1 N }�-7 DRAWN: MH/MS N SCALE: JOB#: 6/14/2019 J� 022 SHEET NUMBER: OF NCS A-6 REVISIONS: ROOM FINISH SCHEDULE EXTERIOR OPENING SCHEDULE RE! CheCkSoftware Version 4.6.4 ROOM NAME CEILING WALLS FLOORING CROWN CHAIR RAIL CASING TRIM BASEBOARD COMMENTS LOCATION QTY. MANUFACTUER CAT.No. TYPE GRILLE SIZE OPENING GLAZING EGRESS TEMPERED U-VALUE SHCR " compliance Certificate IST.FLOOR 1ST. FLOOR ENTRY 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD ENTRY 1 THERMATRU TBD PREHUNG DOOR w/SIDELIGHTS 1-4 x 3-0 x 1-4 x 8.0 51.2 sq ft. 19.9 sq ft. YES YES 0.28 WALK IN CLOSET 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD STAIR 1 ANDERSEN ACW3250 A-SERIES CASEMENT WINDOW 2W2H T-1'/a"x 4'-11'/4" 15.3 sq ft. 11.2 sq k. YES YES 0.27 0.24 STAIR 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD LIVING ROOM 1 ANDERSEN 16080-OXXO E-SERIES PATIO GLIDING DOOR - 15-101/4"x 8'-0" 126.8 sq ft. 88.68 sq ft. YES No 0.28 0.24 LIVING ROOM 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD FAMILY ROOM 1 ANDERSEN ACW4074-3 A-SERIES CASEMENT WINDOW 2W2H 11'•91/4"x T-3'/a" 85.9 sq ft. 69.2 sq ft. YES No 0.27 0.24 Project HALL 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD FAMILY ROOM 1 ANDERSEN ACW4060-3 A-SERIES CASEMENT WINDOW 2W2H 11'-93/4"x 5-11'/+" 70.1 sq ft. 55.4 sq ft. YES No 0.27 0.24 En orgy Ca dc: 2015 1 E CC FAMILY ROOM 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD FAMILY ROOM 1 ANDERSEN APW6060 A-SEIRES PICTURE WINDOW 3W2H 5-11'/4"x 5'-11'/a" 35.3 sq ft. 28.9 sq ft. No No 0.29 0.28 Location! Cutrhoque, New Y[trk CLOSET 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD DINING 1 ANDERSEN ACW4074-3 A-SERIES CASEMENT WINDOW 2W2H 11'•93/4"x T-3'/a" 85.9 sq ft. 69.2 sq ft. YES No 0.27 0.24 Con strUction Type: Single-family DINING 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD DINING 2 ANDERSEN APW6060 A-SEIRES PICTURE WINDOW 3W2H 5'-11''A"x 5'-11'/+" 35.3 sq ft. 28.9 sq ft. No No 0.29 0.28 Project Type; New Construction UTILITY ROOM 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD UTILITY ROOM 1 ANDERSEN AAN6018 A-SERIES AWNING WINDOW 4WIH 5'-11'/+"x 1'-71/4" 9.5 sq ft. 5.5 sq k. No No 0.27 0.23 Conditioned Floor Area; D ft2 o MUDROOM 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD MUDROOM 1 THERMATRU TBD PREHUNG DOOR 2W2H X-o"x 8'-0" 25.6 s ft. 6.9 t ft. No No 0.28 Glazing Area 2filo q q - Clirla:a Zane: A- (5572 HDD) KITCHEN 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD MUDROOM 1 ANDERSEN ACW3250 A-SERIES CASEMENT WINDOW 2W2H Y-1'/a"x 4'-11'/4" 15.3 sq ft. 11.2 sq ft. YES No 0.27 0.24 Permit Rate; PANTRY 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD MUDROOM 1 ANDERSEN ACW3250-2 A-SERIES CASEMENT WINDOW 2W2H 6'-2'h"x 4'•11'/4" 30.7 sq ft. 22.7 sq ft. YES No 0.27 0.24 Permit Number! LAUNDRY ROOM 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD KITCHEN 1 ANDERSEN ACW3250-2 A-SERIES CASEMENT WINDOW 2W2H 6'-2'h"x 4'-11'/4" 30.7 sq k. 22.7 sq k. YES No 0.27 0.24 CnnstrUrtion Site: (}1rrnFrjAgent: Designer/CnHALF BATH 5/8"GYPSUM BOARD 5/8"GYPSUM BOARDntr3rtnr: LAUNDRY ROOM 1 ANDERSEN ACW3250 A-SERIES CASEMENT WINDOW 2W2H 3'-1'/+'x4'-11'/a" 15.3 sq k. 11.2 sq ft. YES No 0.27 0.24 h1AN05 HOUSE Hark Schwartz, Archi-.:ct BATH#1 5/6"MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD 'w LAUNDRY ROOM 1 ANDERSEN ACW3250-2 A•SERIES CASEMENT WINDOW 2W2H 6'-2'h"x 4'-111/+" 30.7 sq ft. 22.7 sq ft. YES No 0.27 0.24 1 C'`s� A LEER 10 N LA.N 1= P•O. BLIX T.l LINEN 5/8"MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD HALF BATH 1 ANDERSEN ACW3250 A-SERIES CASEMENT WINDOW 2W2H T-1'/4"x 4'-11'/4" 15.3 sq ft. 11.2 sq k. YES No 0.27 0.24 CREENPORT, NY Cutchorlue, NY 11935 631 734 4185 NORTH PORCH 1X6 T&G E&CB WAINSOTTING 1X6 T&G E&CB WAINSOTTING O BATH Nol 1 ANDERSEN ACW3250 A-SERIES CASEMENT WINDOW 2W2H 3'-l1/+"x 4'-111/4" 15.3 sq R. 11.2 sq ft. YES No 0.27 0.24 r-riIC5=lI"dIitec.t•W(3ptunliPE.hAt WEST PORCH 1X6T&GE&CBWAINSOTTING 1X6T&GE&CBWAINSOTTING SOUTH PATIO 2ND. FLOOR STAIR 1 ANDERSEN ACW3248-2 A•SERIES CASEMENT WINDOW 2W2H 6'2'h"x 4'-T/a" 28.6 sq ft. 20.9 sq k. YES Yes0.27 0.24 2ND. FLOOR i_nr',F'luncc: 21.6% BatterThanCoda M•xirnurnIJA 707 YL.urUA: 554 [Aux rrurr' SHGI_: 0"40 YourSHI_':: 4.25 MASTER BEDROOM 1 ANDERSEN FWGD60611 A•SERIESFRENCH GLIDING DOOR 5'•11'/4"x6'-10%" 40.76 sq ft. 24.98 sq ft. YES YES 0.30 0.26 r� 3t=I[ti _ '�tibine T e-.S:cJ:hijeA•trr t-J!, x1451 LI":a_LL,'-LI ip ai Le:e la-use �a�ad vide Ludt-0'tyles STAIR 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD V 1 FJt7-t:•tr.�:t an e:•.r'sL; trr rnrrp}'ti:.:,trr:r•;I •;"I; iv:,t n v n inimurc :n::tt rtamr.. MASTER BEDROOM 2 ANDERSEN ACW3248 A-SERIES CASEMENT WINDOW 2W2H 3'-1'/a"x 4'-7'/+" 14.3 sq ft. 10.3 sq k. YES YES 0.27 0.24 STAIR HALL 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD MASTER BEDROOM 1 ANDERSEN AAN2828-3 A-SERIES AWNING WINDOW 2W2H T-93/e x T-7'/4" 20.3 sq ft. 12.8 sq ft. No No 0.27 0.23 a MASTER BEDROOM 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD WALK IN CLOSET 1 ANDERSEN ACW3248 A-SERIES CASEMENT WINDOW 2W2H Y-1'/a"x 4'-7'/4" 14.3 sq ft. 10.3 sq ft. YES No 0.27 0.24 O E n V e I o r)e Assemblies HALL 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD BEDROOM No2 1 ANDERSEN ACW3248-2 A-SERIES CASEMENT WINDOW 2W2H 6'-2'h"x 4'•7'/4" 28.6 sq ft. 20.9 sq k. YES No 0.27 0.24 a WALK IN CLOSET 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD BEDROOM No2 1 ANDERSEN AAN2828 A-SERIES AWNING WINDOW 2W2H 2'-7/a"x 2'-7/a" 6.8 sq k. 4.2 sq k. No No 0.27 0.23 BEDROOM#2 5/8"GYPSUM BOARD 5/S"GYPSUM BOARD BEDROOM No3 1 ANDERSEN FWG060611 A-SERIES FRENCH GLIDING DOOR 5'-Il%4"x 6'-10%" 40.76 sq ft. 24.98 sq ft. YES YES 0.30 0.26 }r ` BEDROOM#2•CLOSET 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD BEDROOM No3 4 ANDERSEN ACW3248 A-SERIES CASEMENT WINDOW 2W2H Y-1'/a"x 4'-7'/4" 14.3 sq ft, 10.3 sq k. YES No 0.27 0.24 rlr,or1:All-Wood jcist„rTruss:OvLrUnceinditiuncdSp3c'- 2,171 .3.0 30.0 D'D29 63 BEDROOM#3 5/8"GYPSUM BOARD 5/8'GYPSUM BOARD BEDROOMNo4 4 ANDERSEN ACW3248 A-SERIES CASEMENT WINDOW 2W2H T-11/4"x4'-7Ya" 14.3 sq ft. 10.3 sq ft. YES No 0.27 0.24 Udall 1: W00d Fr'7rYlA, 16" o.C. 2,284 0.0 14,0 0.043 67 BEDROOM#3-CLOSET 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD MASTER BATH 1 ANDERSEN ACW2838 A-SERIES CASEMENTWINDOW 2W2H 2'-71/4"x 3'-7'/4" 1 9.4 sq ft. 6.2 sq ft.. YES No 0.27 0.24 L'dlt l GC: 1:1,Vnu[l F r'<l rT1'+:DutJ171u Pe1rI A l"1 t'I LUVd-E 411 0.270 111 BEDROOM#4 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD MASTER BATH 1 ANDERSEN ACW3248 A-SERIES CASEMENT WINDOW 2W2H 6'-2'h"x 4'•7'/4" 14.3 sq ft. 10.3 sq ft. YES Yes 0.27 0.24 i n dove 24 BEDROOM#4-CLOSET 5/8"GYPSUM BOARD 5/8"GYPSUM BOARD BATH No2 1 ANDERSEN AAN2828 A-SERIES AWNING WINDOW 2W2H 6'-2'h"x 4'-11'/a" 6.8 s ft. 4.2 s ft. No Yes 0.27 0.23 VJindrsvJ 7:LV[�r�d FrdrT7�:Dnuklle Pone [w�n I❑uJ-F 1[?fi D.29t] :il q q SH{'CIO 2S MASTER BATH 5/8"MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD Window 3;Wood Frame;Double Pane wkiLcw-E 10 0.770 3 LINEN 5/8'MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD SHGC: 013 BATH#2 5/8"MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD ANDERSEN A-SERIES (EXCEPT WHERE NOTED) HIGH PERFORMANCE EXTERIOR OPENINGS. DOUBLE PANE, LOW-E WITH DESIGN-PRESSURE UPGRADES WHERE Door 1: Solid 77 4.2N 22 LINEN 5/8'MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD AVAILABLE. EXTERIOR FINISH TO BE CONFIRMED PRIOR TO ORDERING (BID BLACK). INTERIOR TO BE PREFINISHED.-INCLUDE SCREENS, EXTENSION JAMBS, Dour 2: Glass 127 0,2M 36 BATH#3 5/8'MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE-RESISTANT GYPSUM BOARD etc. USE STAINLESS STEEL HARDWARE AT BATHROOMS WITH VINYL EXTENSION JAMBS.CRANKS, LOCKS, DOOR HARDWARE TO BE BID AS STANDARD. SHGC:: 0.2/1 Wall `L: Ulnad Fr'arnF, 16"o.r. 1,628 0.0 19,0 0.043 55 LINEN 5/8"MOISTURE-RESISTANT GYPSUM BOARD 5/8"MOISTURE•RESISTANTGYPSUM BOARD - - -- windwi 1:aloud Fr�1n)s!:Dutjbk4 Pfjml.IV tit Law-E 239 0.270 64 MASTER BEDROOM DECK SHGC; 1 24 BEDROOM 3DECK Windwo 5:Wood Fr mw:Di}LJbk, Parse ve I.-I I[3v.'-F :31 D.21U g SHGC:0,23 CJoor 3;C,Ia55 87 Piot] 75 SHGC! 016 0 a - 541 0,11 30,0 4.032 17 F-[.� O Z Ccili" Ig 1: Cathedral Ceiling Coilieig 2: rlat Cailiry arScissor Truss 1,634 9.0 30.0 D,D31 51 W � O O Project Title; Report date; 05ID3/19 Data filename; C:1Users\Drafting StationlDocumer)ts\RESCheck'kMANOS.rck Page 1 of 2 Ln o N INTERIOR OPENING SCHEDULE INSULATION REQUIRED PER CODE LOCATION QTY SIZE DESCRIPTION 1ST. FLOOR _ 1ST. FLOOR R 3 0 FAMILY CLOSET ' 1 2/6X5/0 SINGLE PREHUNG DOOR � MILY ROOM CLOSET - 1 5/0X8/0 DOUBLE PREHUNG DOOR N C INTERIOR TRIM NOTES• DINING 1 3/0X8/0 SINGLE PREHUNG DOOR M m Ocu u 0`1F2r � UTILITY ROOM 1 3/0X8/0 SINGLE PREHUNG DOOR X �-.- v EXTERIOR WALLS R19 :' :' :' ' : :' :' :' HUDSON RIVER MILLS O cr] 72 1X4 LAUNDRYROOM 1 2/6X8/0 SINGLE PREHUNG DOOR C3� co O 1).TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS ANDrr a.,v CEILING R3 0 HUDSON RIVER MILLS : , :, , ; . , : FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, HALF BATH t 2/6x4/o SINGLE PREHUNG DOOR M @ En 1-1//16"X2"SILL USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT BATH Nol 1 2/6x8/0 SINGLE PREHUNG DOOR u ' HR2504RUN.STAGGER JOINTS IN ADJACENT MEMBERS.COPE MOLDING AT RETURNS. MITER LINEN 1 2/oxo/o SINGLE PREHUNG DOOR o °J 00 WAINSCOAT CAP ALL CORNERS. gip. HUDSON RIVER MILLS 15/16"X2-1/4" 4 2).ATTACH THE WORK SECURELY IN PLACE. 2ND. FLOOR 1"X4 1/4"CASING a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET In U cc r] °' HR437 . ' MASTER BEDROOM I 2/6X6/8 SINGLE PREHUNG DOOR CJS Ui NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE ra a NATURAL FINISH (IF ANY). WALK-IN CLOSET 1 2/6X6/6 POCKET DOOR (V v b).ANCHORING:SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- BEDROOM No2 1 2/6X6/B SINGLE PREHUNG DOOR 011 1� 111111 IT W 3 HUDSON RIVER MILLS INTO OR DIRECTLY ATTACHED TO SUBSTRATES. CLOSET 1 4'-0" DOUBLE PREHUNG DOOR 3/4"X3-1/2° BEDROOM N 3 1 2/6X6/8 SINGLE PREHUNG DOOR 0 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY o. GRADE SPECIFIED. CLOSET 1 4'-0" DOUBLE PREHUNG DOOR 3 3 HUDSON RIVER MILLS a). SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTERSUNK ) BEDROOM No4 1 2/6X6/8 SINGLE PREHUNG DOOR 11/4 11/2 11/4 1 t/a t 1/a [1/2 t t/a 1 I/a 1 t/a t I/2 t 1/a 3/4"X7-1/4"BASE CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID W JF101 INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. c1osET 1 a'-o" DOUBLE PREHUNG(DOOR Wc, " LAV. W� Inv. uv. LAV. we b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. LINEN 1 2/6X6/8 SINGLE PREHUNG DOOR U SH ER B H SHO ER MASTER BATH 1 2/6X6/8 SINGLE PREHUNG DOOR O HUDSON RIVER MILLS 4). PLASTIC LAMINATED FINISH WORK(WHERE APPLICABLE): HUDSON RIVER MIL BATHNo2 1 2/6X6/8 SINGLE PREHUNG DOOR 2 z 2 3/4"X3/4"COVE 9/16"X5-1/2"PANEL a).COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES c/) C.O.I 3 11/4 11/4 C.O.I 3 L11/4 11/4 11/4 3 1 C.O. HR1404 HR1510 WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS LINEN 1 3/0X6/8 DOUBLE PREHUNG DOOR THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF BATHNo3 1 2/6X6/8 SINGLE PREHUNG DOOR 3 3 3 TRUSTILE TS1000 CRACKS. �] MDF INTERIOR DOORS LINEN 1 1/6X6/8 SINGLE PREHUNG DOOR BID TRUSTILE TS2060 MDF DOORS, PREHUNG w/ (3) HINGES PER DOOR. PROVIDE EMTEK HARDWARE EMIR( 11/4 11/4 (FINISH AND STILE TBD). t va t va 1 vz 1 ua Iva t to SINK SINK LAV. WC SINK LAV. W.C. U D.W. W.M. 13" SHO ER U_ 1 1/2 i 2 11/2 11/2 2 3 C.O. 3 1 1/4 3 C.O.I 11/4 I C.O. C.O. 3 3 3 4 SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED �� ,L�V IN SC 4"C.I. SEPTIC SYSTEM TRAP HOUSE 7� DRAWN: MH/MS SCALE: PLUMBING SCHEMATIC JOB#: 019 SCALE: NOT TO SCALE �� 22339 0Q� SHEET/2NUMBER: pF NE\� A- 7 REVISIONS: 12 8 1-3/4X1 ML RIDGE 2X10 RIDGE 2X6 COLLAR TIE 48"OC _ - 12 it 11 n Q- ii n if If li �8 2X10 DF#2 , 0�2 u n n i If II 0 RR @16110C •y'I „ „ 2X10 FALSE RRs u (a 16"OCRR@, 2X12 LAYOVER „ n " If n 6'O� 3 3 VALLEY PLATE i i I, II if I I It 11 11 1 n n u u 11 n u n n ,I 11/4 , 11/2() 11/40 11/41) 11/4 1 1/2 11/4 11/4 011/4 011/2 11/4 ' — - — 2X8 CJ 2X8 DF#2 CJ @16"OC W.0 �V' �V' W.C. LAV. LAV. LAV. W.C. @16"OC (3)1-3/4X9-1/2 ML w/(2)3/4'STEEL SHOWER B H SHO ER O 2 I C.O. 12 3 11/4 C'O' I 2 3 11/4 ()11/4 3 � C.O. � BEDROOM # 2 11/46 11/40 3 3 3 12 3.8� G O @�6 3/4"SUBFLOOR [�] 2X6 CJ 16"OC 11/4() 11/4 11/46 - — - – STAIR 14"TJ1560 WOOD-I FJ @16"OC 1 1/4 11/4 011/2 4)11/4 011/4 011/2 (2)1-3/4X14 ML (2)1-3/4X11-7/8 w/5/8"STEEL SINK SINK LAV. SINK LAV. o I ML GIRDER O W.C. W.C. I3" I I (2)1-3/4X14 ML D.W. W.M. F.A.I. I I w/5/8"STEEL SHO ER 2)14"ML 1 I O " 11/2 11/2 11/2 2 3 0 11 L_LL 2 ;; C.O. 11/4 3 C.O. I 11/4 C.O. ORCH ... LIVING ROOM 3 C.O. 3ENTRY P-+ 3 I 1 1 I I 1 I I I 1 FF EL.12.5_ EL.12.5 11 (2)14"ML 3/4"SUBFLOOREL.12.5 PATIO 4 EL.12.0 m a a o 0 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED oo a (4) 1-3/4X9-1/2 ML GIRDER 14"TJ1560 WOOD-1 FJ 16"OC � 4"C.I. SEPTIC SYSTEM I ° 041 TRAP HOUSE ° .° •° 8X16 CONIC. 8X16 CONIC. 8X16 CONIC. °o ! BUILD UP GRADE .P • 10"PC WALL o PIER(TYP) PIER(TYP) PIER MP) •° DAMPPROOF •o PLUMBING SCHEMATIC ! - - - 0 o.! 7.0(AE7)LOWEST NATURAL GRADE SCALE: NOT TO SCALE r ° J 0• . c °...• 1 °�..• _ _ EL.4.8 _ _ _ _ _ _ _ BOTTOM OF FTG— I'll - a,:;•, .• o•.: � "• ..• .. 54"X42"X16"FTG. 36"X24"X12"FTG. 36"X24"X12"FTG. 24"X12"FTG. (5)#5 REBAR LONG WAY (3)#5 REBAR A CRSS SECTION A W 4 9 SCALE: 1/4" = 1'-0" Oo3 12 1-3/4X14 ML 8 RIDGEkn 2X6 COLLAR TIF ---- - - C (2)1-3/014 ML RIDGE 12 8 G 2„ @1 n �16^� 11 n n n n u II n u II n n 11 „ I, n Q- II II II II If II It II 11 11 II `- Y II II II II II II II II Q II II II II 2X10 DF#2 II II it II FALSE RR,@16',OC it it II II II II II II II II II II II II II 11 II II II II II II II it II 11 II II it II II II II II II 2X8 DF#2 CJ @16"OIC 'I II II II II II it II II II II 0 M N O M -f U cV CQ a\ c7 0 .� O ,-'I S � V CD o 00 BEDROOM # 4 BEDROOM # 3 DECK o °' � u RECESSED GUTTER �J. " 12 MIN.2"dia DRAIN 2X ACQ SLEEER OVER 3.8 (3)1-3/4X14 EPDM•FLASHED PIPE TO BE CONCEALED Ucu 3/4"SUBFLOOR ML ANDCONNECTTO M z OVER 3/4"T&G AC w `�° � FRAME AND FLASH N o Grj - — - — 9.112 ML @16"OC gyp) 14'TJ1560 WOOD-1 F1 @16"0C (2)1-3/4X14 ML NOTCH FOR W/5/8"STEEL DRAINAGE U O LAUNDRY v o ROOM BATH #1 FAMILY ROOM CIO N _ FF EL.12.5 EL.12.5 3/4"SUBFLOOR EL.12.5 EL 12 " EL.12.0 (PROPOSED GRADE) • (J (4)1-3/4X9-1/2 ML GIRDER •14"TJ1560 WOOD-I FJ @16"OC .':,;, .° SC740 CHAMBER(INSTALL PER MFGR INSTRUCTIONS) x BUILDUP GRADE10"PC WALL 'o•a 8X16 CONIC. 8X16 CONIC. 8X16 CONIC. I. '' CONTINUE PAST Q' DAMPPROOF •° PIER(TYP) PIER(TYP) PIER(TYP) BUILT UP GRADE { O.! EL.7.0 ° Q . o2"CONC.SLABEL.6.O�OPOF SLAB� (AE7)LOWEST NATURAL GRA_E v r•.d D:,°a.fr•.d k Q ; D .or pI �. f .• eI ,o.f'' ..os .. °. d a d i P.(BOTTOM OF FOOTING)- — - — - — - _ - — - — s 36"X36"X12' FTG. "' ;,11 36"X36"X12"FTG. ---------------------- - - : �E D qRC 24"X12"FTG. •� ' ° (3)#5 REBAR 54"X42"X16"FTG. (5)#5 REBAR LONG WAY �� V IN (6)#5 REBAR Q z 7 3 G DRAWN: MH/MS s CROSS SECTION B �� " �1 JOB#:E 4 9 SCALE: 1/4" = V-0" '9� p2�33 OQ- 6/14/2019 SHEET NUMBER: OF N E� A- 8 REVISIONS: 1-3/4X14 ML RIDGE I-3/4X14 ML RIDGE M! )1-3/4X14 (2)1-3/4X1 31 L RIDGE ML RIDG - -- _ 2X6 16"O O��lf 12 2X10 RR 16"0 8 F12 X6 16"OC bOL FR,pf g .�6"O �.1-j0� BEDROOM # 3 c _ _ — - MASTER BEDROOM 2X8 DF#2 CJ @16°oC _ BATH #2 1 w v� D O �r L_...- 12 4 �6'oC BEDROOM #2 ZX�OLi III 111 3/411 SUB FLOOR 3/4"SUBFLOOR 14"TJ1560 WOOD-1 FJ @160C 14"TJ1560 WOOD-1 FJ @160C O 2X8 DF#2 CJ @16"OC (2)1-3/4X20 ML SOLID BLOCKING O w/V STEEL MUD ROOM CLOSET ^�^ i FAM LY R M i 0 DIN ING LIVING OOM 11 ij 11 PORCH 3/4"SUBFLOOR 3/4"SUBFLOOR EL.12.5 _ (FINISHED FLOOR) o 14"T11560 WOOD-1 FJ @160C 14"TJ1560 WOOD-I FJ @160C 14"TJ1560\XJOOD-I FJ @160C 14"TJ1560 WOOD-1 FJ @160C EL.12.0(PROPOSED GRADE) 'o• (4)1-3/4X14 ML GIRDER (4) 1-3/4X14 ML GIRDER (4)1-3/4X14 ML GIRDER e d SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING o n 8X16 CONC. 8X16 CONC. 8X16 CONC. °o 10"PC WALL BUILDUP GRADE W w — - _ _ • ° Q, PIER(NP) PIER(TYP) PIER(TYP) o DAMPPROOF C70 C z '. 2"CONC.SLAB 'o• (EL_7.0(AE7)LOWEST NATURAL GRADE) a '� d EL.6.0 (TOP OF SLAB) 0 WW Po,�p• >P r••d r••p° • eP r•.d° �P ;'a• : ; e'er•; o'er•',• �'o: �'�''.• c , �'. EL.4.8 _ _(BOTTOM OF FOOTING) 36"X24"X12"FTG. O O 36"X24"X12"FTG. 36"X36"X12' FTG. 24"X12"FTG. W c CROSS SECTION C (3)#5 REBAR 4 o SCALE: 1/4" = V-0" o N 2" 2" 2" I I • � � i li I / I I ' i I ( i I i I I l i 1 ll • N FASTENER TYPE: SPACING: / I I I I I' I I I / I I I �_+ V No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC ' � I � ' � � I ' ' / I I l 1 I l C .O in. tBEDMENT LENGTH EMI I I ( I I I I ( 1 I ( O YY v � No.10 WOOD-SCREWSI41 u BASED ANCHOR WITH 16"OC: n tin.EMBEDMENT LENGTH I I I I I ( 1 O O 1/4in.dia,LAGSCREW I I I ( I I I r IT `V., WITH 16"0( I I I � O BASED ANCHOR H I — I — — I ` I t �. tin.EMBEDMENT LENGTH I _ I I 1 I I I I o 1 I ) I • - I - I I --------- -------- ------ N 3/4"APA PLYWOOD I SHEATHING < cC 1/2"APA RATED SHEATHING v 1 GRADE PLYWOOD • 1 I I\ I.• I I I•• I I �\ • I I �1 I,• / O W (ALTERNATIVIVE:7/16"O.S.B.) / I ti I 1/2"APA RATED SHEATHING GRADE PLYWOOD • I I I ' O I I II I I (I I l ( I � (ALTERNATIVIVE:7/16"O.S.B.) II � i � I ( 1 I II •• � 1 + � I LJ . . W FASTENER TYPE: SPACING: I ` 2X4 DF#2 No.8 WOOD-SCREW • 1\ I + l`t\ O STUDS BASED ANCHOR WITH SO"OC 1 \ / 1 f ' ' / V tin.EMBEDMENT LENGTH / I C I I ( l`l\ I J I O WINDOW SILL • 1 • ' •• ( • I I I • TYPICAL WINDOW OPENING No.10 WOOD-SCREWS \I I I ( I II INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE CA gASEDANCHORWITH 12"OC I I �ll I I PANEL SPAN EQUAL OR SMALLER Bin.EMBEDMENT LENGTH ( I I I 1 PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND } I y ( II I I 1 I I I I 1— BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH THAN 4 FEET 1/4in.dia.LAGSCREW I I I I I 1 (I ( l ( ( BASED ON RISK FACTORS:IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM:EXPAND- N BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH • s • s • TYPICAL DOOR OPENINGFASTENER TYPE: SPACING: MULTIPLE PLYWOOD ASSEMBLIES PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8'OC OR GALVINIZED BOLTS W/WASHERS tin.EMBEDMENT LENGTH THAN 6 FEET AND NUTS @ 2'-0"O.C. V No.10 WOOD-SCREWS BEDTYPICAL MULTIPLE OPENINGS 21nn..EMBEDMOENTLEN TH 91O PANEL SPAN GREATER THAN 6 FEET REW AND EQUAL OR SMALLER BASE dia.ANCHOR WITH Q BASED ANCHOR WITH 16"OC �.� THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE—AND TWO—STORY BUILDINGS. PANELS SHALL BE PRECUT TO �� •��V 1N SC,S y�j• COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL �y CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN—PRESSURE.ALL OPENINGS MUST HAVE DESIGN—PRESSURE UPGRADES WHERE APPLICABLE. Q 7 DRAWN: MH/MS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. s SCALE: I HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. _ N JOB#: 6/14/2019 022339 O�� SHEET NUMBER: F OF �� A-9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS IN ° ° RAFTER WALL STUD ENDWALL CRIPPLE STUD u ° ° BOTTOM PLATE u RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 J 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL. HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING X24"OC WALL STUD W THROUGH-ROOF EXHAUST VENTS SELECTED TED AND ► 1 METAL STRAP � LOCATED BY CONTRACTOR hh----�� CRICKET AT TOP-SIDE OF 0 CHIMNEY VENTILATION CHANNEL RIM BOARD AS REQUIRED ^ RAFTER F--I WALL SHEATHING RAFTERS MAINTAIN W SILL PLATE(S) VENTILATION SIDEWALL FLASHING WOOD JOIST O FOUNDATION - TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE > 2x4 LEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING ' 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL PROVIDED WITH A FASCIA W FR BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ,�' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36' 18go. STRAP AND JACK STUDS 8' - 12' RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .'�,' KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL pp pp ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z Px SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT � O WOOD JOIST O z w z TOP PLATE 04 GIRDER/HEADER WW O '—J 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS X48"0C SIDE WALL FLASHING WOOD JOIST Z AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD tn W RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO 0.W! AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION N C7 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. / RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD o SILL GASKET - SUB FLOOR � WOOD JOISTS M c14 W o NEOPRENE ; C CONC. . POLY GASKET .� ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE a m TYP. CONC. FOUNDATION /� DAMPPROOF EXTERIOR GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH v o .p EMIL POLY ON EXTERIOR V STEEL COLUMN I a .` 1/2 " DIA. BOLTS ® 48" o.c. STAG. x C3 'm ROOF JACK ``� CONIC. SLAB ' '� - �In ° ' I I \\ ., " " STEEL B EAM 0 °ro e A ANCHOR BOLT EMBEDMENT: . dbo " ° COMPACT FILL ° POURED CONCRETE: 7" BLOCK WALL: 15" 4" x 1/4" x 8" STEEL m n ROOFING LAPS . I TOP AND BOTTOM PLATE � 0 .-.' KEYWAY FOOTING D V /� e e 4 e n FLASHING AT �, ' WITH 1/2" x 6" ANCHOR BOLT rn U m �o ... in c ° �'n CONC. FTG. 'p 6-a , G D' LSE WITH 3x3 SQUARE WASHERS SIDES AND TOP vcz s ^ : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ��` 1/2 GROUT- N o W E o• p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I as 3" STEEL COLUMN G DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL cn TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL u O r SUBFLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST FN-+ COMPACT FILL ' DOOR USE 2X8 STEEL BEAM Q' 4" SLAB FOR BLOC KOUT � - P.T. PLATE W/ 6X6 WMM M I I SLOPE U 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT cn 1/2" AIRS ACE �`� < I < � (WITH A NAILING PLATE IF NEEDED) x AT END AND �• " -,0 ° ° h ° :a °" , ° TO BE APROX. 1/2" OR HIGHER THANMES ,, ° INKAGE ° ° , yOF WOOD c. L BEAM OALLOW R---- -- ----- • GRADE n « D C. (PROVIDE STRAPPING TO KEEP JOISTS AL GNED) D D II °° ° °l • - - - - � - d 12" 6X6 W.W.M. GrQ D D D II III_IIT-_11 II �SUBFLOORMIN. a 'A t% NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM e NOTCH EQUALS 1/4 DEPTH OF BEAM '1= D D' ° D GI REINFORCING BAR � D �b REINFORCING BAR ° ° -I I e ° e•D � ° I 1=111 I - 01ST DRAIN TILE ��---tr I �• �1.1 s d a ° e p e I I=1� ,�EREDgR 12° SHEET METAL / 30# FELT UNDER BEAM AT POINT I L 'n ° ° STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK _iTi—iii—ii iiia ilii_ii� �j _\I IN 3" PLATE (BOLTED TO BEAM) �/ y TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. o^ e d^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �� f��2 -4 DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT N SCALE: JOB BEAM POCKET A6/14/2019 L c`.rn_a X22 3 3 y 0 SHEET NUMBER: A-1 0 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS M 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION' 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION IAPPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers w and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored O HANDRAILS to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal w POST for any contact with ACQ. TOP PLATE 0 0 TOP PLATE ,. 13-1 BALUSTERS O WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: a OPEN BALUSTER ATTACHED TO WALL WALL STUD O All required handrails shall be of one of the following types 1-1 or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION! 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least-1-1/4 inches and not reatelr ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH g OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTERthan 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 1 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measul•ed vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least,5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the Z tallest portion of the profile.The minimum width of the O GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a a o maximum of 2-3/4 inches. Edges shall have a minimum Z ° °° o radius of 0.01 inches. O Z z JOIST POST/COLUMN F� ° H POST/COLUMN V1 H NAILING SCHEDULE 0 O C) GIRDER/HEADER ROOF SHEATHING: W JOINT DESCRIPTION NAIL NAIL NOTES c POST-TO-GIRDER/HEADER CONNECTION, QTY. SPACING N STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN • DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QN SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOP I RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE NAIL CD TO TOP PLATE 10'WALL:4-8d COMMO JOIIST STU CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m m $ ° R ® BEARING PLATE PARALLEL RAFTER WFCM-SBC LAMP NAIL X CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ° m `- ` GIRDER OVER PARTITION ,WFCM-SBC LAMP NAIL a-, "D p v ° COLLAR TIE AS PER TABLE 3.4 EACH FACE R, w TO RAFTER WFCM-SBC END NAIL Ts v 00 ° WOOD JOIST BLOCKING .2 -8d COMMON EACH TO 44 1 ` TO RAFTER END NAIL 0 4 GIRDER/HEADER 1 '• > RIM BOARD EACH END U LEDGER ° I CONCRETE PIER " 2 -16d COMMON m TO RAFTER END NAIL WOOD JOIST •,> WOOD JOIST " WALL FRAMING: `V a�o W CU 3 •'."" I JOINT DESCRIPTION NAIL NAIL NOTES p QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER (MINIMUM) TOP PLATE 2-16d COMMO FIOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. 1 OR BEAM 4-16d COMMO IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.. SIDE NAIL ROD 1 TO ALLOW FOR SHRINKAGE. I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE REQUIRED---r-- 1 STUD 2-16d COMMO O C. NAILU U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIEF HEADER TO 16"'O.C. FACE O 16d COMMON HEADER ALONG EDGES NAIL Un FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMOPIPER 2x4 STUD END Q TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND 101ST, 2-16d COMMO F PER FACE NAIL END JOIST OR BLOCKING � 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER MINIMUM POST DECK FRAMING: U p16"OC Iz>THRu- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING x PB44 POST a ' PJOIST TO: 4-8d COMMON PER TOE ANCHOR "dia. _ SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING c •o PIER 16"TREAD ••- s•• o ' o END MA CE v s° A BRIDGING EACH TOE " 2x JOISTS �••.•. 12"x12"x12" " �' TO JOIST 2 -8d COMMONND NAIL GRADE .�¢ CC�REQ B 4�•0° �'' ':_ d••,B•• CONCRETE FOOTING ��A �t A BLOCKING EACH TOE 2-8d COMMON BLOCKING FOR JOIST HANGER P TO JOIST END NAIL ° CON s 4 e DECK PIER " 3 16d COMMO LAG BOLTS •p •" e v< BLOCKING TO: EACH TOE .•--•-----�. n 3'-o a: • POR C. a PER PLAN HOLLOW COLUMN UPLIFT v SILL OR TOP PLATE BLOCK NAIL JOIST RIM 101ST/BD. ' 4` °�9." G n o^, v SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE e ° DECK POST FTG.CONNECTION 3 -16d COMMO �F S • 4 INSTALL AS PER MANUFACTURES RECOMENDATIONS TO BEAM JOIST NAIL 5`, �':' '• DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE 3 -8d COMMON p SCALE: DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAI t ,r,n!` JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER EN , 3 -16d COMMO - i� 6/14/2019 TO JOIST JOIST NAIL N {\f SHEET NUMBER: BAND JOIST 70: 2-16d COMMO PER TOE NAI p223�`� SILL OR TOP PLATE FOOT �F E �O� A-11 i REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL g 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substituteLateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TELLING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 30 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) w specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE x 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS:applicable codes. Type I exterior sear was wa minimum owoostructuralpaneon e exSTUD TO and specifications or exceeds manufacture' p s s a shear inif 7/16 inch d l the 2 - 16d COMMON24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q NAIL O.C. w attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 7). The General Contractor is to consult with the owner for all built-in items gypsum p HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® Q such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION a 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 0 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKINGFOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS LOAD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 11 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4- 8d COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill fates shall be have steel connectors in accordance with table 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p TO JOIST END NAIL SHEATHING LOCATION NOTES 3.5. 2 - 8d COMMON EACH TOE BLOCKING, AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE „ O.C. EE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 8d COMMON @ 12 O.C. � 6 maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD w along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES O Z DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE O z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END O O the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W BAND JOIST TO: 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 c FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F SHE ATH I N • 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL I NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. JOINT DESCRIPTION rl o Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1 3 ( BOTH FIELDS) where needed. GYPSUM 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. N v F NOTE. 2 FOR PANEL FIELD m 6 o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 7 O.C. EDGE ON n, WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. -SEE NOTE: 3 X �' U Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: ca o IM openings. Bearin wall window sills shall also have (2) window sill plates for 2x4 wall NOTES V 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire togirder(s). JOINT DESCRIPTION NAIL NAIL U F and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. cu 0 E 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall . O m 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC ) g g q PLUMBING NOTES be used. 51 E anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE U n 6d COMMO oo 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N o w 3 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.C . IELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g. g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL cn provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING F, 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. d where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. � HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) u 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF 0 under all bearing walls. NOTES• as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. o� 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, V) 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. U x ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. P4 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. " 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated number of nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. � ED ARC` 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or g yi approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 <-\I IN So >� torch down type material over. and R315 of IRC. �w �� nA DRAWN: MH/MS SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G _ l' N s"t JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 0) 6/14/2019 AND BASES.USE WITH FLASHING CAPS TO J. "- SHEET NUMBER: COVER TOP ��22339 �p OF NES A- 12 I REVISIONS: AMENDMENT CHANGES SITE: GRADE HEIGHT CHANGE N /O/F FINISHED FLOOR HEIGHTS CHANGED DEAN AND LOUISEYAXA LOT COVERAGE UPDATED I Vf H USE: FOUNDATION CONSTRUCTION CHANGED HAY BALE OR SILT FENCING SECTIONS AND ELEVATIONS UPDATED LIMITS OFSED CLEARING WORK AS TORE POOL HOUSE / GA IAGE: SECTIONS UPDATED TO REFLECT NEW GRADE NO MORE THAN 20'FROM INDICATED PROPOSED W 8800410011 5 \ N V6 NO WELL/SANITARY SYSTEM W/I 150' OF PROPERTY 71 931 -40' POOL FENCE lO -- \ �O \ � ♦ \ \ x _ � \ 91 - `� \ 11 \ - \ EL. \ \ P. / \\ ;; 1 '8\00 \ I WELL V✓ \ \\ `u /24yy \\\ ` \ ♦\ ` �� ` , _ _ _ �Z� ( 150 FROM WE11- N. TOP SOIL ' 1 LOCATION �1 / 1 - ► P F _ - 8'dia.,4'deep 8'd1'a,�4'deep [O \ \ Q , II \ 1 \ DRYWdee/. 1 D,RYWELL n �P z� „ \ N /O/F W Q I 1 \ / . 1 z o EL. BETTY&CURT MEYHOEFFER 12.0 SC740 CHAMBER(FLOOD WATER FLOW THRU) �\ - O 152-21 5L"2 \ II O ....... . .. ................`........................ ...... ... i \ o \ O t A�' ` y \ii \ iCONCRETE�I 4. v I \ �I CP \ WASHOUT, I PROPOSED\ r O 1 N O F \ Q� �O \ \ Cy 311 \ E A, / 20X40 I DECK 2 STY.HOUSEMED I \ EL.10 10 W PECONIC LAND TRUST \ �L�' O I \ \ \\ - - / °L' -` \4.5' 001, \ F F' \ ` �OLET-TOWN \ \1 % Y �CONCR \ 2.32.5' 32 5 N�G�SSe '� O L I DE MEET TOWN COPING: \ FF:EL.12.1 f O O CODE REQUIREMENTS EL.10.5 Q I I LOCATION TBD '24.11 1 1 SHOUT, �\ ` O \ / \ \ II \ R -•-f....."--•��- ----SC]40 CHAIr1BER(FLOOD WATER F............r.. 1�, M . _____5...........................A. tP • • 1 NO WELL/SANITARY SYSTEM \ ( \ \ \ 1r \ 1, DRY ELL , �., /1 . I--y W/I 150' OF PROPERTY \ \ \ \ \ BACKWASH 14.5X24 1 \ 3 POOL HOUSE \ I \ \ \ \ \ I FF: ... 3 45.0 FE CE LL dia�4' �SLLPI I POOL FENCING TO BE MIN.4'HIGH \ O� \ AND MEET TOWN CODE REQUIREMEN 3 EL.10 \ T i r 3 25.5X24 1 I Cmo" \ \ \ \ 1 FOR SPACING,LOSIN AND etc. ,\ / S EL.10 -• �'�----E�..� I I CGS INSTALL SELF CLOSING AND SELF-LATCHING � 3 , GARAGE 1" 1 6 I I \ I (LOCKING)GATES. 0 I \ / .'-'. ��-'{�---E Lu O \ \ \ DOORS TO HOUSE TO BE SELF-CLOSING AND ---.,\ �♦ FF:EL.10.3 I'. / 10'X4'DW. ® • ) SELF-LOCKING WITH ALARMS PER CODE ,`n� POOL FENCE .♦ 24 0" 1 10'X4'DW W'/CATCH BASTA.L-�.' DRIVEIyjyY zNPO \ \ V - 1 ♦ i/CATCH BA W/CA TCfq _ \ - I Or '1 / 8'dia'3'deeP 8'dla.,3'de�P O \ I I \ \ \ DRYWELL DRYWELL 1 \ \ Jp �_• \ I I \ I \ O I/ <�o \ I11 Io TOP SOIL F f Z LZ.' l n I 1 LOCATION 1 p M I \ \ • 00 o T P OF ALL: I / ` NO WELL/SANITARY SYSTEM 9 EL.9 / ____ WEL _ ' O O W/I 150' OF PROPERTY w W TOP OF WDLL: L: � 6 1 16 17 1 5 // 5 EL.10.0j �� 16 EL.B.o 17 / 8 19 � � f�-+ � S 9000010011E 1 o z 965 .79 a` O Z O o WELL N /O/ F N /O/ F CHRISTIAN BALZ & SITE THE TOWN OF SOUTHOLD JOHN &THALIA DINIZIO n SCALE: 1" = 40'-0" ' PROPOSED NON-TURF AS INDICATED NATURAL AREA TO REMAIN AS CONSISTING OF NATURAL STONE NON-DISTURBANCE AREA WALL INTERPERSED WITH PLANTINGS R_80 M N w E TI pop STORM WATER RUNOFF CALCULATIONS SITE DATA: SCTM # 1000-52-5-55 0 v 50 18 LOCATION AREA 100%RUNOFF REQUIRED TOTAL O @2a RAIN/HR. DRYWELLS CAPACITY DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: O "��0ll u BERM HOUSE/PORCH 2873.3 SQ.FT. 480 CU.FT. (3)ROB.4'deep 507 CU.FT. p-K V POOLHOUSE/GARAGE 1232.0 SQ.FT. 206 CU.FT. (2)8'dia.•3'deep 252 CU.FT. PROPERTY: 287,736 SQ.FT. 6.6055 acres INE THE EDGE DELINEATING NATIVE PLANTINGS � EL. 10.5 +/- PROPOSED o ,'; _ DRIVEWAY 4515 SQ,FT, 754 CU.FT. (3)10'dia.,4'deep 819 CU.FT. -.1 -[ \ OF EXISTING CLEARING AND (SEE LIST BELOW) , PROPERTY WETLANDS: 48,628 SQ.FT. �+ bo I ';' ' 1 I SINGLE BEAD HALF ROUND GUTTER BUILDABLE PROPERTY: 239,108 SQ.FT. 5.49 acres - � � .-. THE LANDWARD LIMIT OF \ (' EL. 10.0 NON-DISTURBANCE AREA 1 y; I _I I _ NOES STANDARD s" u OUTION Co (AS NOTED ON SITE PLAN) i`� I �, _- -- - - - _ _ _ _ TO D RYW E LL A)EDO NOT BEGIN INSTALLATION ON TIL SUBSTRATES HAVE BEEN PROPERLY PREPARED C - - - oo C (TYPICAL) 2).PREPARATION: (V G v q.CLEAN SURFACE THOROUGHLY PRIOR TowsAunoN. ESTIMATED AREA OF B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 130,00 SQ.FT, II ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. GROUND DISTURBANCE: �••1 6 dia. PERORATED C).PALM CONCEALED METAL SURFACER AND SURFACES IN CONTACT WITH OISSIMIUR _-- METALS WITH PROTECTIVE BACKING PAINT DRAINAGEPIPE w/ 3INSTALLATION- f- A).PERFORM WORK BJ ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 3 4" GRAVEL 1).GUTTER TO BE PITCHED TOWARDS LEADER TO 2"FOR EVERY OF RUN. 2).:H EET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. COPPER LEAD,FLASH AND SOLDER GUTTERS TO DOWNSPO AND 0 . UTS ) � PROPOSED HOUSE: 2202.7 SQ.FT. 0.9 /0 200 CU.YD. 50 CU.YD. 0).ALUMINUM.W ANO CAULK Wm1 A BUTYL SEALANT SLIP JOINT _- ACCESSORIES, - £ t \ CONNECTION WATERTTGHT.EXIST. EL. 7.0 +/- APROXIMATLY FINISHED GRADE NNNEC ORS. rT, 3).CONN ECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED,SEAL NORTH PORCH: 94.1 SQ.FT. 0.04% y 401 b s STONES DRY WELLS TO BE 10'US MIN. 4)APROTECTION: ECT •J`N --- - _. A)PROTECT INSTALLED PRODUCE UNTIL EDC0MPUEnONPRODUCT OF PROJECT. AWAY FROM HOUSE B). TOUCH-UP,RE IR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANML EAST PORCH: 24.0 SQ.FT. 0.01% COMPLETION. _ CLEAN ' a DECK: 280.0 SQ.FT. 0.1% 6 CU.YD. 3 CU.FT. V OUT O ACCESSORY BUILDING: 900.0 SQ.FT. 0.4% 50 CU.YD. 25 CU.YD. � PROPOSED NON-TURF AREA CA PROPOSED POOL: 800.0 SQ.FT. 0.3% 100 CU.YD. 20 CU.YD. SCALE: NOT TO SCALE FLOW SCALE: 4"dia. PVC 4"CAST IRON PIPING TO Q 1/4"PITCH EXTEND 2 FT.MIN.INTO N FOUNDATION WALL BROWN LOAM H 0.5' OL ESTIMATED NEW GRADE: 25,000 CU.YD, PROPOSED DRYWELLS: 50 CU.YD. 20 CU.YD. TYPICAL CLEAN OUT DETAIL HOUSE SEPTIC SYSTEM: 100 CU.YD. 20 CU.YD. V NTS BROWN SILT � ML ICLEAN HOUSE OUT LOCKING CAST LOCKING CAST LOCKING CAST LOCKING CAST TOTAL: 4303.8 SQ.FT. 1.75% 506 CU.YD. 25.138 CU.YD. FF=EL.11.5 IRON COVER IRON COVER IRON COVER IRON COVER - - - 3. r FIN.GRADE=EL.12.0 FIN.GRADE=EL.12.0 FIN.GRADE=EL.12.0 ,( min• INV. BROWN CLAYEY SAND INV. 1' EL.8.4 I INV, 1.min. I SC MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 09.17-2018 EL.10.1 10.0' I EL.9.0 1 4"APPROVED PIPE,PITCH 1 4":1' D 15.0' - - - INV. INV. 4"APPROVED PIPE,PITCH 1/8":1' 1 I WATER 5.8' EL.9.1 EL 8.9 INV. INV. ISOOgaI.SEPTIC TANK EL.8.4 1 EL.8.2 (6)6'dia..2'deep 1 WATER IN BROWN LEACHING POOLS CLAYEY SAND Y CLEAN 1 1 X CLEANSAND °'�. 6.D' �b COLLAR i EL.6.5 min, i COLLAR / .. �'+\�. DRAWN: MH/MS 1 2 1 WATER IN BROWN FINE " •� SCALE: WATER EL.2.7 '� i TO COURSE SAND JOB#: SW f P. w 7/25/2019 13 =,4•-'� SHEET NUMBER: . L�I�y�".,u SEPTIC DESIGN TEST HOLE DATA ��;� � SCALE: NOT TO SCALE ` A, � _,, S- 1 McDONALD GEOSCIENCE �_ . -.... DATE:08-31-2018 REVISIONS: O I W 0 O _ O O ` o ui I 0 Ll I 1 11 11 11 lid I I =I 11 11 11 tv-----Ull ;zz I WEST-ELEVATION w W SCALE: 1/4" - 1 -0 � z o O z � � ° z � W x O � o N � O N rn M x p o Co am, u M vi ate' Lr) U 01� co '. N C) v � W O I 0 .1 Lu W P4 _ _ V N o o I x I ILL UL - L DRAWN: MH/MS SCALE: i SOUTH ELEVATION JOB#: "; """ 7/25/2019 SCALE: 1/4" = 1'-0" A � SHEET NUMBER: REVISIONS: i � I I 0 0 O LL - - - - W O I O a I i EAST ELEVATION W W SCALE. 114" - l'-O" z ° z � w x m az N O m � o o v ~' - - - - �-4 N W O L-11T ll �l 11 11 �l I co W EmqU N o �V P, 11 f - - - - t0� DRAWN: MH/MS SCALE: { } � f :;' JOB#: NORTH ELEVATION / - 7/25/2019 — w +$� SHEET NUMBER: SCALE: 1/4" - l'-O" A-2 1�`.�j 17 r r��Trf°1 REVISIONS: A ---7777-, ' 49I ' I ' I � 1 ' 64'-0" 1 � 1 7777- --L-- --- ' ' • 1 (3)2X10 ACQ FLUSH GIRDER (3)2X10 ACQ FLUSH GIRDER ' • ' ' I I (2)SC740 CHAMBERS I 12"dia.CONC.PIER(2)#5 VERT REBAR ; (2)S 514w x 30'h CHAMBERS 51"w x 30"h STIRRUPS @ 8"OC, 4,'X2'Xl'CONC. FTG. 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' ' ' , ' 4 10 ' w/36"X36"X12"9TG. c,1111 1 I 1 I� 11'1111 1 I W ]lilt I ' IIII Lu CNH--+ ^ .alntl_-+ I I IIII00 K IIIII : IIIII , + 'j11I l71nn �_ 1 1 1 ^ I `----� uCD co 14"TJ1560 WOOD-] FJ n16"OC -1-- 'I -------------------------------------------- - X1111 --------------------------- '------------------------------111 -_� ----- --------------- ----------- iii -7777-- y - y-------------------- - o 1 11. -----------IX WOCBILCO B-DOOR xnII 00 0+ 11111 1 p 7�WL-SPACEACCESS v I I tt IIII I ,Xa, IIIII , II111 x ,� , , IIIII 1 I1�1 V � : 1 d p. d • > r-,.L HH--. r--- cn I I I 4 I (� r M_Il 111__, : l l f M I I IL I I I 1 I IIII 1 : ^ IIIII , 1 ' I f 1 I 0 I I .M.rllll 1 1 11111 (D 8x16 CONC.BLK.PIER ' 1111 ' I 8x16 CONC.BLK.PIER I 8x16 CONC.BLK,.PIER 1 ' O , 1 IIII 1 , III , n , 1 Oil w/36"X24'X12"FTG. I 1 111wX 36'X24 X12' FTG. w/54"X42"X16;FTG.(5)#5 REBAR LONO WAY 1 ' ; p ; Lo �uu--+ .�_Ilul--+ (6)#5 dEBAR D I 1111 V 11111 CRAWLISPACE ' 11111 W ' ' ' -- - - 7777 1 I ° I IIII IIIII , IIIII , 1 I I V I I I I 'cc-' IIIII , IIIII � , , I a ` V •4 D ., , I I � N (IIII I I NIIII ^ I r__________ / I � 14"TJ1560 WOOD-1 FJ Cai16"OC ' ' ' " I , 1 0;1111 „ CD X 11111 , IIIII ^ , 14' TJ1560 WOOD-I F1 P16"OC „ , ,. 5 —8 (VIF) I I XIIII I 4 1 d'I I I I I 1 1 11 I I I I 1 11111 X C z-1 I Q I MIIII 1 ..� IIII 1 I 11111 I I I I I I I IIIII I ; r-__IIIII_ _ 1 I v I IOIC� v-----------------v-------+IH- 111 1 (3)13/4X�4ML 1 n ' ; 1 I i O ` ------------------- i ' 11111 ' 8x%6 ONC.BLK!PIER 7777- -- 4 , 8x16;CONC.BLK.PIER I ,wl ' 1 11111 I w/36"X36"X12"FTG. :T 45)-A 45)-A REBARLONG WAY i ; nnl p i 1 ;' 1 pp W (6)#5 REBAR 1 ` I IIIII ' _ T- '04 1 I ' ' O 1 I L nln ' nlll C <^: 11111 1 1 to 1 ' I I I x unI o, : 11111 X I I IIIII , IIIII r, 1 . I , " M IIIII `••' 1 ° I 16 —1 -: II 1 20,—6„ 16'-1” 1 1 I I I IIIII , IIIII ' I 0 I ' 4 ' _ __--11111 I I I `----------77777777-7777-----7777--7777- HHI-, 7777----7777----1-7777-------- 1 I • D •v . . V V • D •v . + V Q .v . I , 1 . 7/ a • D •4 D . . 7/ a V D •4 D a • p , 1 Ia wk Nil ------------------------------------------ 7777 ° --------- ----------------------- - ' 1 7777-- -1- o7777-- , c.0 1 I I 1 I I 1 r I4 ------------------------------- ._______________-____________I___________________ �. `— 7/ a • v •4 1 v -+ v v • P v •4 v . v + 1 cn >=i O .61 a •, � ` --7777-- ------------------7777'-------------- 7777 1 � •��' u M O � 1UM) U 0 m 1 c LEDGER BOARD TO BE FASTENDE ' TO BUILDING WITH TIMBERLOK® 1 O 'E'10 —0 16 —61/2 20 —11 SELF•COUNTERSINKING SCREWS 16 -,61/2 �' 4. x MANUFAeTUR (2 SCREWS @ 32"O.C.) (D 1 o v I 12"dia.CONC.PIER 1(2)#5 VERT REBAR STIRRUPS @ 8"OC,2'X2'Xl'CONC. FTG. f� , XCI la �+ MIN.Y BELOW GRADE 5,—7" 8'—5" ' 5'—7„ ,> 1 r2 ' 1 Ln U r'' ,.., -- - r-- - 1 r-- - .-- - 0 � U) I1 (3)2X10 ACQ BLUSH GIRDER O W 3 64'-0" ' A1 ' ---7777-+ 4 9 ---7777-� w 49 � 0 FOUNDATION PLAN SC740 CHAMBER 1. 8" = 5,THICK POURED CONCRETE FOUNDATION, 3000 psi. (TYPICAL) SCALE: 1/4" 1'-0" ”"x30"h �� EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. I RESIDENTIAL CODE WITH A BITUMINOUS COATING. I! 691.2 SI OPENING Q, 2. FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE 3 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST V ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). FLOOD NOTES: „ , x 3. BASEMENT SLAB TO BE 2 THICK, min. TOP OF SLAB TO BE 1 BELOW NATURAL 1. FLOOD ZONE:AE 7.LOWEST GRADE AT BUILDING:EL.7' GRADE (SEE SECTIONS) 2. TOP OF CRAWLSPACE SLAB TO BE EL.7.0 3. PER NYS CODE,R324.2.2;OPENING AREA FOR FLOOD WATER r� TO BE 1 SQ.IN.PER 1 SQ,FT AREA.BASEMENT AREA:2174 SQ. FT., 4. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SILL PLATE TO BE TOTAL OPENING TO BE MIN.2174.1 SQ.IN. INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 4. PROVIDE T WIDE OPENINGS,FOLLOWING CURVATURE OF CHAMBERS(SET IN 2-5/8"INSIDE ALONG PERIMETER).EACH 5. PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0” O.C. AND W/I 1'-0" OF CORNERS, CHAMBER OPENING AT 691.2 SQ.INCHES(AS DEIGNED).INSTALL ti✓^`r.�:. (4)OPENINGS AND(4)CHAMBERS(TOTAL NET AREA:2764.8 SQ. IN.) INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A - �' rg.. 5. INSTALL STORMTECH SC-740 THERMOPLASTIC CORRUGATED WALL1` MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO STORMWATER COLLECTION CHAMBERS OR APPROVED ALTERNATIVE. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SOIL CONDITIONS AND BEARING CAPACITY TO BE PROFFESIONALLY ,rr, DRAWN: MH/MS VERIFIED IN FIELD PRIOR TO INSTALLATION OF CHAMBERS.INSTALLER �' • ' '' TO INSTALL PER MANUFACTURER WRITTEN INSTRUCTIONS. �. ay,'y7� f SCALE: 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING p "� 6. PROVIDE AND INSTALL CLEAN,CRUSHED ANGULAR STONE.STONE TO dry: JOB#: AT 8'-0" O.C. ND MIDSPAN. x 7/25/2019 (MAX.)( ) SURROUND ALL CHAMBERS AND ABOVE BY MIN.6,COVERED WITH p 1�" J�N- GEOSYNTHETIC 601T NON-WOVEN GEOTEXTILE.CLEAN FILL OVER TO i SHEET NUMBER: 7. FILL VOID, BETWEEN JOISTS, AT POINT LOCATIONS. NEW GRADE EL.11. A'�J .0L23'�,� 7. SCREENING,GRATES,LOUVERS,PIPING MIN.3"dia. -INSTALL PER �,� Lys•.t"dti CODE AND MANUFACTURE'S INSTRUCTIONS -�--- A- 3 1�- 1`j 1:�C 111 � T► � REVISIONS: STEEL FLITCH (S) O 0 PLATE PER PLAN A16" Ilia 16" 5"w X 5"w X 3/8"t STEEL ANGLE CLIP O 0 (EACH SIDE OF BEAM) O O 0 A O O O 0 2'/2� OO QO 49 I --------; 4 9 MICROLAMS 0 PER PLAN I � i 12 " 16" '/x O O 5/8"dia.CONNECTION BOLTS . 2'/Z O 63'-11 1/2" ; ; WITH WASHERS ASTM A307 DAND NUTOOksi) O @ 16"OC(STAGGERED) (TYP.) %"dia. I , I � 9'-111/2" 17'-0" 20'-0" ; 17'-40" 2� , „ ol I I I I 5'-21/4" 4'-91/4" 8'-6" 81-61p 10'-0" 10'-0" 8'-6" 8'-6" ' STRUCTU RAL BEAM CONNECTION DETAIL I I ACW4074-3 ACW4074-3 NTS (3)1-3/4X9-1/2 ML HDR (3) 1-3/ X9-1/;2 ML HDR 'ro I I I r� V= Ea V= ROOF VE- oc M ' _ _ = _ [�] O o N owe O d - N o CD o N -R F DECK ABOVE- M No ® — N° ' w 00 17a. F-- I ° I rn ^F4- F- I o Q \ FO a0 0— p0 � Q � Q � , � 00 O 1? M M , J O r- t— — 1 . � til- ._ - . . . ' . . . _ Lw (2)1-3/4 1 ML 'STEEL- A FLUS EAM 16080 XXO y (2)1-3/4X14 ML w/ /8"STEEL PLATE FLUSH BEAM � AAN6018 ® ®� E-SERIES GLIDING,PATIO DOOR (3)2X10 HDR F_Da O ri (2)1-3/4X14 ML%U/5/ 'STEEL HEADER ' 3 0 0- 1 � Q nO, Y1v/ I I ; I I � � i n 1�1 F_M-C � II Ilx�2-4 I I I I M FAMILY ROOM N I I I I 14"TJ1560 OD'I F1 16"OC 3" 16" 16" 9'-6" 16'-1" 201-2p$ I o 1' W1 8P—Opo 4 10 N I l g I I ; (� Ll 10 STEEL PLATE MUD ROOM I I a 14" J1560 W OD- FJ 16"OCLu Lu ' 14"TJ1560 WOOD-1 FJ 0116"OC I I ' s LAS FORTY6 i = ' S'-0" ; 3/8"CARRIAGE BOLTS @16"OC oc I I ; 58-i8"w X 25-1/4"n i \ ; I 0 VENT FIREPLACE � I STAGGERED TOP&BOTTOM ' o = o I I I 1 i I I ---------------------- c0 ' DOUBLE @ ENDS(TYP.) ------ - - --- -- - ----- S + M N - --------------------- N------ ----------------------------------�---i-lo-------- --- - ----- -----�--I---LIVING ROOM------------------------- --_----_--------- - -- i ---------------------- ----------�----------- M I IZ I CN _ - 3'° _ _ _ _ SINGLE FLITCH PLATE DETAIL N I 1 M . . - -- ; - ( ) 1-3/4X14 ML Oj NTS 3'-0" �, I �o _ I p - I I ' Z N I CD - i i i (2)1-3/4X 4 ML w/5/8"STEEL PLA I I (2) 1-3/4X14 ML w/5 "ST EL P A E j o 0 14" 1550 WOOD-I FJ 16"OC N � T- - - - - - - - - - I i - - - - - - - - - - - - m ; 5 -4„ CN < w w NBATH #1 O N 2 2X8 DF#2 C1 �116"OCqrn EAU I X I I I . 14"T11560 W OD I F1 16"OC a) O Q M UTILITY ROOM — h — o I I 4' 0/2" 9' 8/2" I L17 V1 z 1 5'-111/2 of L O (3)2X10 HDR -------- — — —(2) 1-3/4X14 ML — , F i --------- - - - - - I r- I ' - 2'-6" 12'-0 r Fri — ACW3250 I , ; pj' 4" 16" 16" ------------ , LINEN co 1..T. .1. .!. N i -� I KITCHEN ---------- — ; 2'/2 O O O ------ o o WALK-IN 7'-01/2" 2" o� --------- I = = LOSET I N I 14"TJ1560 WOOD-1 FJ 2116"OC -' I o I, I STEEL PLATE O I - ---------- 1 x N 14" A 60 ; 14"TJ1560WOOD-1 FJ Ca?16"OC „ o O 0 00 _--__--___ I FJ @ 6"oc I -I LAUNDRY ROOM = N 21h]: 00 I ; _ M I 16' X M 5/8"CARRIAGE BOLTS ---------- I0 < @16"OC(TYP.) -__-------� M Q N ---------- 1 ' --- _ I ENTRY OI o O Ln t;i O -- L -------- n 1311�l'� I N = ♦ �ti =------_=_ ABOVE _ X N �, (3)91/ MULTIPLE FLITCH PLATE DETAIL ACW3250-2 m N 0 I , I ACW3250-2 NTS m m v o I , I COHALF BATH o m a u L L (3)2X10 H 1 1 1 (3)2XIa HD (3)2X10 HDR w � ,x I Ln a TEMPERED 1/4-3/0 1/4X8/0 ACW3250 „I 'u O 4 sem. sj AC 3250 iii It u m 4'-111/2' 5'-0" 8'-,31/4" 8'-31/4" '—51/2' 7'-0" 7'-0" 3'-51/2'1:: 8"-31/4" 8'-31/4" u ti_Z4 a� III III I a, 9'-111/2 16'—61/2" 20'- 11" 209CH 16'-,61/2"' Ii7 III I,I � III 1 ISI , 63'-111/2" "' III 1 III I ' Ell- 11-7/8 ML GIRDE __ (2)1-3/4X11-7f8 ML GIRDER ;-' (2) it-7/8 ML GIRDE ( -+I+n1 ;------- ------ r _ -_ -- --- c-] I I CEMENT-r---------- - - , BACKER _ __ __________�_________�__-_ _-_--- -- ' BOARD I i 1 ' CERAMIC TILE OVER u u A 48" I� Ct UP WALLS AS SHOWN _ THINSET(TYPICAL)—SHOWER DRAT O ________ 9-12" EXTEND MEMBRANE 4 9 <-,4 ------- N 3" g FASTEN AT TOP ONLY (TYPICAL CURB �7z6^ N 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER.PAN �. RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2. PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. 10. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30, EXT. 1ST. FLOOR PLA N 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. WALLS: R19,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 u �14 fn 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. il. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. SCALE: 1/4" — 1'-10" BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. AREAS. 4 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 12. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12'x24^ 4 TOWEL BAR LOCATION 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (min.12") 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 77 84" GRAB BAR LOCATION TOILET-PAPER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESSHOLDER LOCATION " OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 4 VARIES(VIF) 15" 54" 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 48 VIF) r UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK ( IF) 36" 36-48" STUD'.ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 18„ 26" ` > , SIDE FOR MICROLAM HEADERS. DRAWN: MH/MS INSTALL SELF CLOSING MECHANISMS AND ALARMS FOR DOORS OUT TO 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS POOL AS REQUIRED BY CODE. SHOWER HEAD NICHE PLACEMENT SHOWER SEATFIXTURE BLOCKING AT BATH V ,� ? '' SCALE: � -^"; p� (MAX, 10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1.., JOB#: FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 7/25/2019 PER CODE. " SHEET NUMBER: •e. Y A4 Y I LiI`tT �I:1 �1``trrp REVISIONS: 12 8 1-3/4X1 ML RIDGE 2X10 RIDGE 2X6 COLLAR TIE l n n u II 12 ba0 II II II II �I (d1 II n n n II 8 2X10 DF#2 RR 16"OC OF# II II I I1 270 @ 7'I1� ;; 2X10 FALSE RRs II �� Q,16"OC II 11 II II I I 6 2X12 LAYOVER II II II u u ;i ii OC 3 3 VALLEY PLATE 11 II I I II II 11 II II 11 II II II II II II II II II II II II II II II II II II 1 1/4 1 11,120 1 1/4 1 1/4 11/4 1 1/2 1 1/4 1 1/4 1 1/4 1 1/2 11/4 _ — _ — 2X8 DF#2 CJ @16"OC -- 2X8 CJ o LAV. LAV. LAV. LAV. LAV. @16 OC (3/1(2)3X4" /2 ML W.C. W.C. W.C. EL SHOWER B H SHOWER O I C.O. 12 3 1 1/4 11/4 1/4 C.O. 12 3 1 1/4 1 1 1/4 3 2 C.O. 00 BEDROOM # 2 3 3 3 12 3.8 OG 3/4"SUBFLOOR 11/4 1 1/4 1 1/4 - — - — 2X6 CJ 16"OC 1 1/4 i 1/4 1 1/2 1 1/4 1 1/4 1 1/2STAIR 14"T11560 WOOD-1 FJ @16"OC (2) 11-3/4X11-7/8 (2) 1-3/4X14 ML SINK SINK LAV. SINK LAV MIL GIRDER w/5/8"STEEL W.C. W.C. C D.W. W.M. I3 1 i (2)1-3/4X14 ML F.A.I. I I w/5/8"STEEL 19 F_L_SHO ER ' ' 2)14"ML I 1 " W 11/26 O1 2 11/2 11/2 2 3 O C.O. 3 3 011/4 C.O. I 1 1/4 C.O. I I PORCH ENTRY "' LIVING ROOM a C.O. 3 I I IUr I 1 3 3 II PROVIDE SOLID BLOCKING BETWEEN (3)2X10 ACQ i JOISTS UNDER POSTS a GIRDER ; (2)14"ML _ FF EL. , , 5/4 DECKING 3/4"SUBFLOOR 4 _ DECK 5/4 DECKING _T_OF:EL._10.7 2X10 ACQ D1 @16"OC 2X10 ACQ D1 @16"OC (3)2X10 ACQ SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED . 14"TJ1560 WOOD-1 FJ @16"OC GIRDER 4"C.I. SEPTIC SYSTEM n : (4)1-3/4X9-1/2 ML GIRDER GRADE: EL.10.0 • 6 ° °r TRAP HOUSE e� 12"Idia.CONC. ° 'S v' g v. 12"dia.CONIC. (2)#5 VERT.REBAR 8X16 CONC. 8X16 CONC. 8X16 CONC. b e BUILDUP GRADE 'p (2)#5 VERT.REBAR PLUMBING SCHEMATIC 8"PC WALL PIER(Tl P) PIER(TYP) PIER(lYP) - — - DAMPPROOF ;' 11 7.0(AE7) LOWEST NATURAL GRADE 24"X24"X12" 24"X24"X12" ° °; - - - - - - - - - - - SCALE: NOT TO SCALE — - CONC.FTG. ap i' eb°oS�•� 'a CONIC. FTG,. BOTTOM OF FTGEL.4.8 - — - — - — - Ve ' 'oi o•o' :•°e`f ' s v w .. . . .. . .. . . 54"X42"X16"FTG. 36"X24"X12"FTG. 36"X24"X12"FTG. 16"X8"FTG. (5)#5 REBAR LONG WAY (2)#5 REBAR (6)#5 REBAR A CROSS SECTION A z 4 9 SCALE, 1/4" - ll a o C z � ° z 12 � W x 1-3/4X14 ML a 8 C a RIDGE 'n W 2--COLLAR TIE 4811cn)c - o (2)1-3/4X14 ML RIDGE N 12 8 �- �1VO II II II II II II II II 2X6l i, II �� II it II II II II II II II II II ti II 11 II 11 11 II II II II II II 2X10 DF#2 II II tl " Z�10 n n FALSE RR @16"OC a ii u n n n n I I II II u II II II II II II II II II II II I n n n n II II n II n n I n u n n II n II II II ,I 2X8 DF#2 CJ @16"OC ''I II II II II II II II II II It - - - o v o m o o � � v N cp m � C O ` i BEDROOM # 3 w- 00 BEDROOM # 4 DECK o v 4 � 3.8 12 3 2X ACQ SLEEER OVER D EPDM,FLASHED — _ — 3/4"SUBFLOOR OVER ML OVER 3/4"T&G AC OKYWLLLS FRAME AND FLASH N v 9-1/2 ML @16"OC PYP) o W 14"TJ1560 WOOD-1 FJ @16"OC C, (2) 1-3/4X14 ML NOTCH FOR W/5/8"STEEL DRAINAGE w (� LAUNDRY o ROOM U BATH #1 FAMILY ROOM N FF EL_12_1 3/4"SUBFLOOR I TOF: EL.10.5 (4)1-3/4X9-1/2 ML GIRDER 14"TJ 1560 WOOD-I FJ @16"OC -d- GRADE: EL.10.0 Cn BUILDUP GRADE 8"PC WALL D` SX16 CONC. 8X16 CONC. 8X16 CONC. ° � CONTINUE PAST DAMPPROOF .� PIER(fYP) PIER(fYP) PIER(TYP) .X I BUILT UP GRADE ;• F EL.7.0 0 OP OF SLAB ° SC740 CHAMBER (AE7) L WEST NATURAL GRADE EL.6 �T _ _ P1 < 2"CONIC.SLAB _ (INSTALL PER MFGR INSTRUCTIONS) EL.4.8 (BOTTOM OF FOOTING) :' - •; of �•�►.. ••' : 6s"b,'•�n ...•. 1•�, — - — - — - — - — - — - — - — - — - — - — - — 16"X8"FTG. 36"X36"X12"FTG. 'Z< e•.a 36"X36"X12"FTG. (2)#5 REBAR 54"X42"X16"FTG. , pCp=' 1 (5)#5 REBAR LONG WAY (6)#5 REBAR � DRAWN: MH/MS B CROSS SECTION B � yy ;r•,'1j IV SCALE: 4 9 SCALE: 1/4" = V-0" . :' a a JOB#: , --� 7/25/2019 SHEET NUMBER: A- 8 REVISIONS: 1-3/014 ML RIDGE 1-3/4X14 ML RIDGE 2 y 43� JPS 2� 1-3/4X14 (2) 1-3/4X1 91 L RIDGE ML RIDG L1�3 l 2X6 16"O 12 2X10 RR 16"0 12 X6 16"OC ��s oc FP�S�� FRR'•� BEDROOM # 3 MASTER BEDROOM 2X8 DF#2 CJ @16"oC - - — - BATH #2 of 0 W /✓I;t 00 LLI I Lj=ALLJ� 111 I� 12 „✓/ 4 ,6,OG BEDROOM # 2 2X0Ill 3/411 SUBFLOOR 3 4"SUBFLOOR I - 2X8 DF#2 CJ @16"OC 14"TJ1560 WOOD-1 FJ @160C 14"TJ1560 WOOD-1 FJ @160C ^ (2)1-3/020 XL ML SOLID BLOCKING CLOSET O MUD ROOM W/1"STEEt FAM LY ROOM o . I 0 DIN ING LIVING OOM PORCH 3/4"SUBFLOOR 3/4"SUBFLOOR FF: EL.12.1 (3)2X10 ACQ 2X10 ACQ D1 14"TJ1560 WOOD-1 FJ @160C 14"T11560 WOOD-1 FJ @160C 14"TJ1560 WOOD-1 FJ @160C 14"T11560 WOOD-1 FJ @160C TOF:EL.10.5 °,. d (4)1-3/014 ML GIRDER (4)1-3/014 ML GIRDER (4) 1-3/4X14 ML GIRDER A SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING A O s ti PIER a :` 8X16 CONC. 8X16 CONC. 8X16 CONC. :6 10"PC WALL BUILD UP _ -b•;< b;e .; GRADEPIER(lYP) PIER(TYP) PIER(TYP) DAMPPROOF ^ Z P . W O (EL.7.0(AE7) LOWEST NATURAL GRADE) 2 FTG 1' �, 2"CONC.SLAB �� — _ EL.6.0 (TOP OF SLAB) - — _ — _ — - — FT'1 z • '•oi n ",•� EL.4.8 _ _(BOTTOM OF FOOTING) 36"X24"X12"FTG. 36"X24"X12"FTG. 36"X36"X12"FTG. 16"X8"FTG. O O CROSS SECTION C z (2)#5 REBAR a a c � W 4 �0 SCALE. 1/4 - 1 -0 Q o N 2" 2„ rl O • / • / O �2" • � Q 0 2" • • • • • I I • I • ) ( .• I I • ) 'I . I I l O N v M O FASTENER TYPE: SPACING: 'I ( I , I I I ION Ill X V No.8 WOOD-SCREW � � ' ' \ � ' � � I I I I O m ,—� � �cl BASED ANCHOR WITH 16"OC I ( I I I \\\ \l \\\ I l Ill / I FQ p" m O tin.EMBEDMENT LENGTH •• V No.10 WOOD-SCREWS • ( \I I \I • ' ' ( ( • I ( s m BASED ANCHOR WITH 16"OC � X O cu tin.EMBEDMENT LENGTH I I I I j I I I ( On I I l 1/41n.dia.LAGSCREW I ' ( I I I 1 �✓ ii \ BASED ANCHOR WITH 16 OC O Ez 21n.EMBEDMENT LENGTH — — — — I I ` I I p• I I • I - I I1 I I1 U I I I 3/4"APA PLYWOOD ----------- --- ( --———————-- SHEATHING 1/2"APA RATED SHEATHING I I /Y ' I00 / 1 � o '11 1Ili GRADE PLYWOOD (ALTERNATNNE:7/16"O.S.B.) , I 1 I/ • I I I/•• I I 1 • I 1 I/ ,• �� O W / I 1/2"APA RATED SHEATHING I I I GRADE PLYWOOD (ALTERNATIVNE:7/16"O.S.B.) JI 1 I ( ll I ( I I I LL I • I •• 1 I 1 • . w FASTENER TYPE: SPACING: I ( I 2X4 DF#2 No.8 WOOD-SCREW I STUDS d I I ( BASED ANCHOR WITH 10"OC I WINDCW SILL tin.EMBEDMENT LENGTH O ( 1 ( , I \ • I , •• I •I I • 0 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS \' I i INSTALL WINDOWS PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE V) BASED ANCHOR WITH 1z"oc ( I � I I I � I I PER MANUFACTURER'S INSTRUCTIONS:SEALANT ( PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH I I I I 1 I � IL APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUNDTHAN 4 FEET I I BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH 1/4in.dia.LAGSCREW O I I I ( BASED ON RISK FACTORS: IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM:EXPAND- N BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH — — • • • • • TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: Q 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER OR TOGETHER WITH ED BOLTS STAINLESS STEEL HERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @ T-O"O.C. tin.EMBEDMENT LENGTH U u No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,Oc PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH REW AND EQUAL OR SMALLER BASE dia.ANCHOR WITH Q BASED ANCHOR WITH 16"iOC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ✓ �' � t81, COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. DRAWN: MH/MS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ✓' �- C►+.: SCALE: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. JOB#: 7/25/2019 SHEET NUMBER: _ '``tea�3` '•. -9 ��!:�dT_r Tr i 1iJI'\J,F"